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12 - Appendix J Traffic Impact Analysis
D R A F T E N V I R O N M E N T A L I M P A C T RE P O R T February 2020 C YPRESS C ITY C ENTER P ROJECT C YPRESS , C ALIFORNIA P:\CCP1902\Screencheck Draft EIR\Appendices\Appendix J Cover.docx (01/03/20) APPENDIX J TRAFFIC IMPACT ANALYSIS C YPRESS C ITY C ENTER P ROJECT C YPRESS , C ALIFORNIA D R A F T E N V I R O N M E N T A L I M P A C T RE P O R T February 2020 P:\CCP1902\Screencheck Draft EIR\Appendices\Appendix J Cover.docx (01/03/20) This page intentionally left blank December 2019 TRAFFIC IMPACT ANALYSIS CYPRESS CITY CENTER CYPRESS, CALIFORNIA December 2019 TRAFFIC IMPACT ANALYSIS CYPRESS CITY CENTER CYPRESS, CALIFORNIA Submitted to: City of Cypress 5275 Orange Avenue Cypress, CA 90630 Prepared by: LSA 20 Executive Park, Suite 200 Irvine, CA 92614-4731 (949) 553-0666 Project No. SHO1902 T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/12/19» i TABLE OF CONTENTS LIST OF ABBREVIATIONS AND ACRONYMS ............................................................................................ iii INTRODUCTION .......................................................................................................... 1 ANALYSIS METHODOLOGY .......................................................................................... 4 Study Area ..................................................................................................................................... 4 Intersection Level of Service Methodologies ................................................................................ 4 Threshold of Significance .............................................................................................................. 5 EXISTING CONDITIONS ................................................................................................ 6 Existing Circulation System ........................................................................................................... 6 Pedestrian Circulation ................................................................................................................... 7 Bicycle Circulation ......................................................................................................................... 7 Transit Services .............................................................................................................................. 9 Existing Traffic Volumes and Level of Service ............................................................................... 9 PROJECT CONDITIONS ................................................................................................. 9 Description of the Project ............................................................................................................. 9 Trip Generation ............................................................................................................................. 9 Trip Distribution and Assignment ................................................................................................ 13 Existing Plus Project Conditions .................................................................................................. 13 Opening Year Conditions ............................................................................................................. 17 Opening Year Plus Project Condition .......................................................................................... 25 ANALYSIS OF STATE HIGHWAY FACILITIES ................................................................. 28 Intersection Analysis ................................................................................................................... 28 Intersection Significance Threshold ............................................................................................ 28 Analysis of Peak‐Hour Operations on State Highway Facilities ................................................... 28 ORANGE COUNTY CONGESTION MANAGEMENT PROGRAM ...................................... 29 CONCLUSIONS .......................................................................................................... 32 REFERENCES ............................................................................................................. 33 APPENDICES A: SCOPE OF WORK B: EXISTING TRAFFIC VOLUMES C: ICU WORKSHEETS D: HCM WORKSHEETS T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/06/19» ii FIGURES AND TABLES FIGURES Figure 1: Project Location and Study Area Intersections ....................................................................... 2 Figure 2: Project Conceptual Site Plan ................................................................................................... 3 Figure 3: Existing Geometrics ................................................................................................................. 8 Figure 4: Existing Peak-Hour Volumes .................................................................................................. 10 Figure 5: Project Trip Distribution—Residential ................................................................................... 14 Figure 6: Project Trip Distribution—Retail ........................................................................................... 15 Figure 7: Project Trip Assignment ........................................................................................................ 16 Figure 8: Existing Plus Project Peak-Hour Volumes .............................................................................. 18 Figure 9: Locations of Cumulative Projects .......................................................................................... 21 Figure 10: Cumulative Projects Peak-Hour Volumes ............................................................................ 22 Figure 11: Opening Year Peak-Hour Volumes ...................................................................................... 23 Figure 12: Opening Year Plus Project Peak-Hour Volumes .................................................................. 26 Figure 13: County of Orange CMP Highway System ............................................................................ 30 Figure 14: CMP Study Area Determination— ....................................................................................... 31 TABLES Table A: Existing Intersection Level of Service Summary ..................................................................... 11 Table B: Project Trip Generation Summary .......................................................................................... 12 Table C: Existing Plus Project Intersection Level of Service Summary ................................................. 19 Table D: Summary of Cumulative Projects ........................................................................................... 20 Table E: Opening Year Level of Service Summary ................................................................................ 24 Table F: Opening Year Plus Project Intersection Level of Service Summary ........................................ 27 Table G: Summary of Intersection Operation, I-605 Northbound Ramps/Katella Avenue .................. 29 T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/06/19» iii LIST OF ABBREVIATIONS AND ACRONYMS ADT average daily trips Caltrans California Department of Transportation City City of Cypress CMP Congestion Management Program HCM Highway Capacity Manual I Interstate ICU Intersection Capacity Utilization ITE Institute of Transportation Engineers LOS level of service mph miles per hour OCTA Orange County Transportation Authority project Cypress City Center Project sf square foot/feet TIA Traffic Impact Analysis v/c volume to capacity T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/12/19» 1 TRAFFIC IMPACT ANALYSIS CYPRESS CITY CENTER INTRODUCTION The purpose of this Traffic Impact Analysis (TIA) is to identify the potential traffic impacts associated with the proposed Cypress City Center Project (project) in Cypress, California. The project proposes to construct retail, residential, hotel, and theater uses on the project site, which is currently a 13‐ acre vacant parcel. The project would be completed in 2021. The project site is generally bounded by Katella Avenue to the south, Siboney Street to the west, Winners Circle to the east, and the Los Alamitos Race Course to the north. The project includes 20,800 sf of retail use, 251 dwelling units of residential use (apartments), a 120‐room hotel, and a 10‐screen movie theater. Access to the project site would be provided via Siboney Street (and the existing traffic signal at Siboney Street/Katella Avenue), Winners Circle (and the existing traffic signal at Winners Circle/Katella Avenue), and a right‐turn‐in/out‐only driveway directly on Katella Avenue. A project vicinity map is presented on Figure 1. Figure 2 illustrates the conceptual site plan of the project. A scope of work was reviewed by the City Traffic Engineer prior to preparation of the TIA. The City Traffic Engineer provided his concurrence with the approach and analysis methodologies outlined in the letter (Appendix A). Based on this, the TIA will examine the following development scenarios: 1. Existing 2. Existing Plus Project 3. Opening Year (2021) 4. Opening Year Plus Project The following analysis periods have been evaluated: Weekday a.m. peak hour (between 7:00 a.m. and 9:00 a.m.) Weekday p.m. peak hour (between 4:00 p.m. and 6:00 p.m.) SOURCE Bing Maps:FEET300015000NFIGURE 1I:\SHO1902\G\Location&Ints.cdr (7/17/2019)Cypress City CenterProject Location andStudy Area Intersections#- Study Area Intersection- Project SiteLEGENDFarquhar AveFarquhar AveDenni StDenni StMoody StMoody StEnterprise DrEnterprise DrCottonwood WayCottonwood WayWinners CircleWinners CircleSiboney StSiboney St134526791011 12131415161781819 SOURCE Architects Orange:FEET140700NFIGURE 2 Conceptual Site PlanI:\SHO1902\G\Site Plan.cdr (7/18/2019)Cypress City Center T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/06/19» 4 ANALYSIS METHODOLOGY This TIA is prepared consistent with the requirements of the City of Cypress, the City of Los Alamitos, and the Orange County Congestion Management Program (CMP) (County of Orange 2017). Study Area Study area locations were selected in consultation with the City of Cypress. The following 19 intersections (5 intersections in Cypress, 6 intersections in both Cypress and Los Alamitos, 7 intersections in Los Alamitos, and 1 California Department of Transportation [Caltrans] intersection) are shown in Figure 1: 1. Los Alamitos Boulevard/Cerritos Avenue (Los Alamitos) 2. Bloomfield Street/Cerritos Avenue (Los Alamitos) 3. Denni Street/Cerritos Avenue (Cypress/Los Alamitos) 4. Moody Street/Cerritos Avenue (Cypress) 5. Walker Street/Cerritos Avenue (Cypress) 6. Valley View Street/Cerritos Avenue (Cypress) 7. Interstate (I) 605 northbound ramps/Cerritos Avenue (Caltrans) 8. Wallingsford Road–Walnut Street/Katella Avenue (Los Alamitos) 9. Los Alamitos Boulevard/Katella Avenue (Los Alamitos) 10. Bloomfield Street/Katella Avenue (Los Alamitos) 11. Lexington Drive/Katella Avenue (Cypress/Los Alamitos) 12. Cottonwood Way/Katella Avenue (Cypress/Los Alamitos) 13. Siboney Street/Katella Avenue (Cypress/Los Alamitos) 14. Winners Circle/Katella Avenue (Cypress/Los Alamitos) 15. Walker Street/Katella Avenue (Cypress/Los Alamitos) 16. Valley View Street/Katella Avenue (Cypress) 17. Valley View Street/Orangewood Avenue (Cypress) 18. Lexington Drive/Farquhar Avenue (Los Alamitos) 19. Los Alamitos Boulevard/Farquhar Avenue (Los Alamitos) Intersection Level of Service Methodologies In accordance with the City of Cypress, the City of Los Alamitos, and the Orange County CMP, signalized intersection operation is analyzed using the Intersection Capacity Utilization (ICU) methodology. The ICU methodology compares the volume-to-capacity (v/c) ratios of conflicting turn movements at an intersection, sums up these critical conflicting v/c ratios for each intersection approach, and determines the overall ICU. The ICU calculations assume a per-lane capacity of 1,700 vehicles per hour with a clearance interval of 0.05. The resulting ICU is expressed in terms of level of service (LOS), where LOS A represents free-flow operation and LOS F represents overcapacity operation. The relationship between LOS and the ICU value (i.e., v/c ratio) is as follows. T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/06/19» 5 Level of Service Volume-to-Capacity (ICU Methodology) A ≤0.60 B >0.60 and ≤0.70 C >0.70 and ≤0.80 D >0.80 and ≤0.90 E >0.90 and ≤1.00 F >1.00 ICU = Intersection Capacity Utilization In addition to the ICU methodology of calculating signalized intersection LOS, the Highway Capacity Manual (HCM), 6th Edition (Transportation Resources Board 2016) methodology is used to determine the LOS of the unsignalized intersections and signalized intersections at freeway interchanges (i.e., I-605 northbound ramps/Katella Avenue), as required by Caltrans. The HCM signalized intersection methodology is based on delay (in seconds per vehicle), as opposed to capacity, as the measure of effectiveness. The resulting delay is expressed in terms of LOS, much like the ICU methodology. The following tables illustrate the relationship of delay to LOS for unsignalized and signalized intersections. Level of Service Unsignalized Intersection Delay (seconds) A ≤10.0 B >10.0 and ≤15.0 C >15.0 and ≤25.0 D >25.0 and ≤35.0 E >35.0 and ≤50.0 F >50.0 Source: Highway Capacity Manual, 6th Edition (Transportation Research Board 2016). Level of Service Signalized Intersection Delay (seconds) A ≤10.0 B >10.0 and ≤20.0 C >20.0 and ≤35.0 D >35.0 and ≤55.0 E >55.0 and ≤80.0 F >80.0 Source: Highway Capacity Manual, 6th Edition (Transportation Research Board 2016). It should be noted that since the HCM 6th Edition analysis methodology does not support analysis of nonstandard signal phasing or more than one exclusive lane on turning movements, the HCM 2000 analysis methodology was utilized at one location. Threshold of Significance The City of Cypress considers LOS D as the upper limit of satisfactory operations for intersections, except at intersections along Valley View Street, Lincoln Avenue, and Katella Avenue. The City has adopted LOS E as the standard for intersections along these three arterials, as they carry a significant amount of traffic. Also, Valley View Street and Katella Avenue are designated on the Orange County CMP as CMP facilities, and intersections along these roadways must not be below LOS E. T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/06/19» 6 The City of Los Alamitos considers LOS D as the upper limit of satisfactory operations for intersections, except at intersections along Katella Avenue, where LOS E is acceptable. Based on City of Cypress and the City of Los Alamitos standards, a project traffic impact occurs at an intersection if the project causes an intersection operating at an acceptable LOS to deteriorate to an unacceptable LOS, or if an intersection is already operating at an unacceptable LOS and the project adds 0.01 or more to the peak-hour ICU. For the purpose of this study, a project impact would occur at an unsignalized intersection if the project adds traffic to a deficient intersection, project traffic results in a deficient intersection, or a traffic signal warrant is met. EXISTING CONDITIONS Existing Circulation System The project site is generally bounded by Katella Avenue to the south, Siboney Street to the west, Winners Circle to the east, and the Los Alamitos Race Course to the north. The following provides a description of the existing roadways in the project vicinity. • Valley View Street is a north-south six-lane divided roadway located east of the project site. According to the City of Cypress General Plan Circulation Element (City of Cypress 2000), Valley View Street is classified as a Major Arterial. Valley View Street is designated on the Orange County CMP as a CMP facility. The posted speed limit is 45 miles per hour (mph). Sidewalks are provided on both sides of the street in the vicinity of the project site. On-street parking is not permitted. • Walker Street is a north-south four-lane undivided roadway located east of the project site. According to the City of Cypress General Plan Circulation Element, Walker Street is classified as a Secondary Arterial. The posted speed limit is 40 mph. Sidewalks are provided on both sides of the street. On-street parking is not permitted. • Moody Street is a north-south four-lane divided roadway. Moody Street is located north of the project site and ends at Cerritos Avenue at the Los Alamitos Race Course. According to the City’s General Plan Circulation Element, Moody Street is classified as a Primary Arterial. The posted speed limit is 40 mph. On-street bicycle lanes (Class II) and sidewalks are provided on both sides of the street. On-street parking is generally not permitted. • Denni Street–Lexington Drive is a north-south undivided roadway located west of the project site. Lexington Drive is a two-lane roadway located south of Cerritos Avenue, and Denni Street is a four-lane roadway located north of Cerritos Avenue. According to the City of Cypress General Plan Circulation Element, Denni Street is classified as a Secondary Arterial. The posted speed limit is 35 mph. Sidewalks are provided on both sides of Denni Street and on some parts of Lexington Drive. On-street parking is not permitted. • Bloomfield Street is a north-south four-lane divided roadway located west of the project site. According to the City of Cypress and City of Los Alamitos General Plans, Bloomfield Street is T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/06/19» 7 classified as a Secondary Arterial. The posted speed limit is 40 mph. On-street bicycle lanes (Class II) and sidewalks are provided on both sides of the street. On-street parking is permitted in select locations. • Los Alamitos Boulevard is a six-lane divided roadway located west of the project site. According to the City of Los Alamitos General Plan, Los Alamitos Boulevard is classified as a Major Arterial. The posted speed limit is 35 mph. Sidewalks are provided on both sides of the street. On-street parking is permitted in select locations. • Katella Avenue is a six-lane divided roadway located south of the project site. Katella Avenue is located in both City of Cypress and City of Los Alamitos jurisdictions. Katella Avenue is designated as a Major Arterial in the City of Cypress General Plan and as a Smart Street in the City of Los Alamitos General Plan. Katella Avenue is designated on the Orange County CMP as a CMP facility. The posted speed limit is 40 to 45 mph. Sidewalks are provided on both sides of the street. On-street parking is permitted in select locations. • Cerritos Avenue is a four to five-lane divided roadway located north of the project site. According to both the City of Cypress and City of Los Alamitos General Plans, Cerritos Avenue is a Primary Arterial. The posted speed limit is 35 to 45 mph. Sidewalks are provided on both sides of the street, and on-street (Class II) bicycle lanes are provided on both sides between Walker Street and Denni Street. On-street parking is permitted in select locations. • Orangewood Avenue is a four-lane undivided roadway located southeast of the project site. According to the City of Cypress General Plan, Orangewood Avenue is a Secondary Arterial. The posted speed limit is 40 mph. Sidewalks are provided on both sides of the street. On-street parking is not permitted. All other roadways within the study area are local or collector streets. The existing study area intersection geometrics are shown on Figure 3. Pedestrian Circulation Sidewalks currently exist on both sides of Katella Avenue in the project vicinity. There are pedestrian crosswalks at all signalized intersections in the project vicinity. These facilities provide for pedestrian circulation between the project site and the surrounding areas. Bicycle Circulation On-street (Class II) bicycle lanes are provided on both sides of Cerritos Avenue (between Walker Street and Denni Street) and Bloomfield Street. There is Class I bicycle lane on the south side of Cerritos Avenue between Walker Street and Denni Street. There is no bicycle lane on Katella Avenue. 1 Los Alamitos Blvd/Cerritos Ave 2 Bloomfield St/Cerritos Ave 3 Denni St/Cerritos Ave 4 Moody St/Cerritos Ave 5 Walker St/Cerritos Ave 6 Valley View St/Cerritos Ave 7 I-605 NB ramps/Katella Ave 8 Wallingsford Rd/Katella Ave 9 Los Alamitos Blvd/Katella Ave 10 Bloomfield St/Katella Ave 11 Lexington Dr/Katella Ave 12 Cottonwood Way/Katella Ave 13 Siboney St/Katella Ave 14 Winners Cir/Katella Ave 15 Walker St/Katella Ave 16 Valley View St/Katella Ave 17 Valley View St/Orangewood Ave 18 Lexington Dr/Farquhar Ave 19 Los Alamitos Blvd/Farquhar Ave FIGURE 3 LEGEND Signal Stop Sign N Free Right Turn Cypress City Center Existing Geometricsacdaccdfacccd xvvvtt adexvv vvvt afxut acdxvt acccdyt acccxvvvtt aaccceaaccceaaaccceaccceaaccdbeaccdadaaccdbdaccdaacccexytacccewtaccdxxut acd ace x aaccceaaccce f bd afeaccceaacce wvt acccexvvvt accceccdeaacdacceaccdccdxvt ytxvvvttaaccceaccdacceacdaaccdacd acdacdxvvt wvt xvt acceacdacceaaccceaccF F F F F P:\SHO1902\xls\Figures\Fig-3 - Existing Geometrics.xlsx (7/16/2019) T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/06/19» 9 Transit Services Transit facilities will be accessible to and from the project site. An Orange County Transportation Authority (OCTA) bus stop is provided adjacent to the project site (OCTA Route 50). OCTA Route 50 provides transportation to/from Orange and Long Beach via Katella Avenue. OCTA Route 50 runs at about a 30-minute headway during weekday peak hours. An OCTA bus stop is provided on Valley View Street/Katella Avenue within 1 mile of the project site (OCTA Route 21). OCTA Route 21 provides transportation to/from Buena Park and Sunset Beach via Valley View Street. OCTA Route 21 runs at about a 60-minute headway during weekday peak hours. Existing Traffic Volumes and Level of Service Existing turn movement counts were provided by the City of Cypress for nine of the study intersections (October 2018) and additional turning movement counts were conducted for the remaining 10 study intersections in May of 2019. All counts were conducted by National Data & Surveying Services (NDS). The existing a.m. and p.m. peak-hour turn movement volumes for the study area intersections are shown on Figure 4 and the NDS count sheets are provided in Appendix B. Table A summarizes the results of the existing peak-hour LOS analysis for the study area intersections. The Existing ICU and HCM worksheets for signalized and unsignalized intersections are contained in Appendices C and D, respectively. As shown in Table A, all study area intersections currently operate at satisfactory LOS during both peak hours. PROJECT CONDITIONS Description of the Project The project includes 20,800 sf of retail use, 251 dwelling units of residential use (apartments), a 120- room hotel, and a 10-screen movie theater. Access to the project site would be provided via Siboney Street (and the existing traffic signal at Siboney Street/Katella Avenue), Winners Circle (and the existing traffic signal at Winners Circle/Katella Avenue), and an existing right-turn-in/out-only driveway directly on Katella Avenue. Trip Generation LSA identified the trip generation of the project based on the trip rates in the latest Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition (2017). The project trip generation is shown in Table B. z 138 / 115 z 100 / 177 z 137 / 2091706 / 798 1 724 / 1055 1 793 / 1113 z 174 / 416y3ps247 / 296 y 3 p s 172 / 98 y 3 p s 112 / 49 y 3 p 1 869 / 1228 130 / 129 r q 2 x 31 / 159 r q 2 x 63 / 123 r q 2 x 71 / 224 r q 2 x 800 / 801 0 826 / 1104 0 845 / 1192 0 1065 / 1131 0 129 / 165 {115 / 104 {86 / 33 {2 / 1 { 1 Los Alamitos Blvd/Cerritos Ave 2 Bloomfield St/Cerritos Ave 3 Denni St/Cerritos Ave 4 Moody St/Cerritos Ave z 106 / 157 z 147 / 128 z 15 / 111841 / 1124 1 732 / 667 z 833 / 846 1 1671 / 2079y3ps120 / 93 y 3 p s 170 / 100 y 1 1454 / 1675 y 3 p s 182 / 182 20 / 95 r q 2 x 97 / 317 r q 2 x 118 / 184 r x 17 / 25 r q 2 x 1139 / 1068 0 639 / 854 0 1507 / 1835 0 1901 / 2057 0 490 / 237 {469 / 280 {338 / 365 { 5 Walker St/Cerritos Ave 6 Valley View St/Cerritos Ave 7 I-605 NB ramps/Katella Ave 8 Wallingsford Rd/Katella Ave z 84 / 95 z 245 / 235 z 95 / 9911229 / 1514 1 1239 / 1747 1 1453 / 1674 z 7 / 8y3ps325 / 302 y 3 p s 30 / 59 y p s 118 / 124 y p 1 1539 / 1897 169 / 255 r q 2 x 323 / 279 r q 2 x 109 / 105 r q 2 x 6 / 28 r 1538 / 1438 0 1591 / 1614 0 1604 / 1524 0 1635 / 1836 0 255 / 493 {41 / 77 {106 / 72 { 9 Los Alamitos Blvd/Katella Ave 10 Bloomfield St/Katella Ave 11 Lexington Dr/Katella Ave 12 Cottonwood Way/Katella Ave z 16 / 38 z 6 / 6 z 365 / 602 z 140 / 21711675 / 1825 1 1577 / 1785 1 1568 / 1726 1 1174 / 998y3ps27 / 68 y 3 p s 63 / 38 y 3 p s 13 / 0 y 3 p s 202 / 325 124 / 129 r q 2 x 21 / 110 r q 2 x 215 / 312 r q 2 x 234 / 246 r q 2 x 1697 / 1701 0 1478 / 1728 0 1526 / 1600 0 956 / 1063 0 31 / 32 {57 / 10 {14 / 5 {689 / 1005 { 13 Siboney St/Katella Ave 14 Winners Cir/Katella Ave 15 Walker St/Katella Ave 16 Valley View St/Katella Ave z 562 / 445122 / 42 z 106 / 136y3ps103 / 87 y 3 3 p s 315 / 392 132 / 112 r q 2 x 77 / 89 r q 2 2 x 40 / 37 0 84 / 35 { 20 / 22 { 17 Valley View St/Orangewood Ave 18 Lexington Dr/Farquhar Ave 19 Los Alamitos Blvd/Farquhar Ave FIGURE 4 LEGEND N XXX / YYY AM / PM Volume Cypress City Center Existing Peak-Hour Volumes90 / 66753 / 54294 / 84206 / 1513 / 0583 / 25018 / 19140 / 6630 / 6090 / 99569 / 285168 / 61128 / 81153 / 78239 / 95166 / 106750 / 44970 / 46185 / 219937 / 965155 / 1373 / 97 / 14186 / 2281087 / 1351207 / 230401 / 181190 / 160179 / 171140 / 107114 / 12636 / 750 / 312 / 6447 / 1361711 / 2104253 / 57974 / 97217 / 701224 / 1487122 / 129166 / 1651712 / 155469 / 24310 / 9163 / 1002027 / 192510 / 19272 / 176132 / 16161 / 589 / 481 / 26 / 503 / 270 / 15790 / 59611 / 1172 / 2134 / 322 / 02 / 4639 / 5582 / 9412 / 25357 / 10588 / 46433 / 3660 / 4822 / 6651498 / 1474939 / 878388 / 45642 / 822 / 4104 / 502241 / 737548 / 307159 / 74118 / 1601 / 02 / 01 / 349 / 7753 / 213157 / 3451223 / 189344 / 2241067 / 742398 / 1591342 / 1059111 / 146270 / 201621 / 803178 / 26179 / 18023 / 56192 / 158312 / 514121 / 108335 / 409P:\SHO1902\xls\Figures\Fig-4 - Existing Volumes.xlsx (7/16/2019) ICU/Delay LOS AM 0.704 C 1 Los Alamitos Boulevard/Cerritos Avenue Signal PM 0.745 C AM 0.693 B 2 Bloomfield Street/Cerritos Avenue Signal PM 0.739 C AM 0.594 A 3 Denni Street/Cerritos Avenue Signal PM 0.751 C AM 0.572 A 4 Moody Street/Cerritos Avenue Signal PM 0.756 C AM 0.681 B 5 Walker Street/Cerritos Avenue Signal PM 0.730 C AM 0.731 C 6 Valley View Street/Cerritos Avenue Signal PM 0.834 D AM 0.493 A 7 I-605 northbound ramps/Katella Avenue Signal PM 0.590 A AM 0.811 D 8 Wallingsford Road – Walnut Street/Katella Avenue Signal PM 0.711 C AM 0.745 C 9 Los Alamitos Boulevard/Katella Avenue Signal PM 0.745 C AM 0.819 D 10 Bloomfield Street/Katella Avenue Signal PM 0.742 C AM 0.579 A 11 Lexington Drive/Katella Avenue Signal PM 0.592 A AM 0.371 A 12 Cottonwood Way/Katella Avenue Signal PM 0.447 A AM 0.461 A 13 Siboney Street/Katella Avenue Signal PM 0.524 A AM 0.396 A 14 Winners Circle/Katella Avenue Signal PM 0.521 A AM 0.658 B 15 Walker Street/Katella Avenue Signal PM 0.687 B AM 0.723 C 16 Valley View Street/Katella Avenue Signal PM 0.749 C AM 0.784 C 17 Valley View Street/Orangewood Avenue Signal PM 0.826 D AM 8.8 A 18 Lexington Drive/Farquhar Avenue AWSC PM 9.7 A AM 0.614 B 19 Los Alamitos Boulevard/ Farquhar Avenue Signal PM 0.618 B ICU = Intersection Capacity Utilization Delay is reported in seconds. LOS = level of service AWSC = all-way stop control Intersection Control Peak Hour Existing Table A: Existing Intersection Level of Service Summary P:\SHO1902\xls\Intersections LOS.xls\Existing (7/23/2019) In Out Total In Out Total Shopping Center TSF 37.75 0.58 0.36 0.94 1.83 1.98 3.81 Multifamily Housing (Mid-Rise)du 5.44 0.09 0.27 0.36 0.27 0.17 0.44 Hotel rooms 8.36 0.28 0.19 0.47 0.31 0.29 0.60 Multiplex Movie Theater screens 220.00 ---7.00 6.73 13.73 Shopping Center 20.800 TSF 785 12 8 20 38 41 79 Multifamily Housing (Mid-Rise)251 du 1,365 23 67 90 68 42 110 Hotel 120 rooms 1,003 34 22 56 37 35 72 Multiplex Movie Theater 10 screens 2,200 0 0 0 70 67 137 Gross Trip Generation 5,353 69 97 166 213 185 398 Internal Capture Reduction2 (375)(1)(1)(2)(26)(26)(52) Shopping Center Pass-By Trip Reduction (PM-34%)3 0 0 0 0 (11)(12)(23) Net Trip Generation 4,978 68 96 164 176 147 323 1 Trip rates referenced from the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition (2017). Land Use Code 820 - Shopping Center Land Use Code 221 - Multifamily Housing (Mid-Rise) Land Use Code 310 - Hotel Land Use Code 445 - Multiplex Movie Theater has been used for PM trip rates. Multiplex Movie Theater rate was not available for daily. Land Use Code 444 - Movie Theater has been used for daily rate. The movie theater is assumed to be closed in the AM peak hour. 2 Internal capture referenced from NCHRP 684 Internal Trip Capture Estimation Tool (AM 1%, PM 13%). Internal capture for daily is the average of internal capture for AM and PM (7%). 3 Pass-by percentages are based on the ITE Trip Generation Handbook, 3rd Edition. ADT = average daily trips TSF = thousand square feet du = dwelling units Trip Rates1 Project Trip Generation Land Use Size Unit ADT AM Peak Hour PM Peak Hour Table B: Project Trip Generation Summary P:\SHO1902\Trip Generation\Table C - Modified Project TG.xlsx\Modified Project (12/5/2019) T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/06/19» 13 Trips for the retail use were generated using trip rates from Land Use Code 820 (Shopping Center), trips for the residential use were generated using trip rates from Land Use Code 221 (Multifamily Housing – Mid-Rise), trips for the hotel use were generated using trip rates from Land Use Code 310 (Hotel), and trips for the theater use were generated using trip rates from Land Use Codes 444 and 445 (Movie Theater and Multiplex Movie Theater). As Table B indicates, the project has the potential to generate approximately 4,978 ADT, including 164 trips (68 inbound and 96 outbound) in the a.m. peak hour and 323 trips (176 inbound and 147 outbound) in the p.m. peak hour. Trip Distribution and Assignment Trip distribution for the project is based on the location of the project, logical travel corridors, minimum time paths, and previously approved studies within the study area. Project peak-hour traffic volumes entering/exiting the project site were assigned to the adjacent street system based on the locations of project driveways and project components. Trip distribution assumptions during the a.m. and p.m. peak hours for the residential and the retail components are shown on Figures 5 and 6, respectively. Trips were distributed separately for the retail and residential components. Residential trips were assumed to be more regional, and retail trips were assumed to be more local. Figure 7 shows the total (combined residential and retail) trip assignment for the project. Existing Plus Project Conditions To determine the Existing Plus Project conditions, the net traffic generated by the project was added to existing traffic volumes at the study area intersections. Figure 8 shows the resulting Existing Plus Project peak-hour traffic volumes. Table C summarizes the results of the Existing Plus Project peak-hour LOS analysis for the study area intersections. The Existing Plus Project ICU and HCM worksheets for signalized and unsignalized intersections are contained in Appendices C and D, respectively. As shown in Table C, with the addition of the project, all study area intersections would continue to operate at satisfactory LOS during both peak hours. Therefore, the project could be implemented with no significant peak-hour impacts in the existing conditions. SOURCE Bing Maps:FEET300015000NFIGURE 5I:\SHO1902\G\Modified Trip Dist-Residential.cdr (7/17/2019)Cypress City CenterProject Trip Distribution - Residential#- Study Area Intersection- Project SiteLEGENDFarquhar AveFarquhar AveDenni StDenni StMoody StMoody StEnterprise DrEnterprise DrCottonwood WayCottonwood WayWinners CircleWinners CircleSiboney StSiboney St- Project Trip Distribution PercentageXX%134526791011 1213141516819181720%10%10%10%5%10%5%5%15%10% SOURCE Bing Maps:FEET300015000NFIGURE 6I:\SHO1902\G\Modified Trip Dist-Retail.cdr (7/17/2019)Cypress City CenterProject Trip Distribution - Retail#- Study Area Intersection- Project SiteLEGENDFarquhar AveFarquhar AveDenni StDenni StMoody StMoody StEnterprise DrEnterprise DrCottonwood WayCottonwood WayWinners CircleWinners CircleSiboney StSiboney St- Project Trip Distribution PercentageXX%134526791011 1213141516819181710%5%5%10%5%10%5%5%5%5%5%5%5%5%5%5%5% 3 3 3 p z 0 / 4222 1 Los Alamitos Blvd/Cerritos Ave 2 Bloomfield St/Cerritos Ave 3 Denni St/Cerritos Ave 4 Moody St/Cerritos Ave z 14 / 143s3 / 9 3 1 3 / 9 1 19 / 21 1 32 / 35 1 / 4 {q 2 x 5 / 7 0 2 15 / 31 0 x 22 / 45 0 5 Walker St/Cerritos Ave 6 Valley View St/Cerritos Ave 7 I-605 NB ramps/Katella Ave 8 Wallingsford Rd/Katella Ave z 5 / 7132 / 35 z 0 / 4 z 1 / 8ps9 / 11 p 1 46 / 54 p 1 47 / 62 1 48 / 70 22 / 45 0 x 31 / 67 0 32 / 75 0 33 / 84 0 9 Los Alamitos Blvd/Katella Ave 10 Bloomfield St/Katella Ave 11 Lexington Dr/Katella Ave 12 Cottonwood Way/Katella Ave 1 15 / 55yps11 / 15 p 1 34 / 88 y 1 26 / 62 y 1 7 / 18 12 / 30 r 23 / 59 r 10 / 23 r 10 / 15 r q 23 / 59 0 45 / 34 0 38 / 51 0 10 / 15 0 19 / 21 { 13 Siboney St/Katella Ave 14 Winners Cir/Katella Ave 15 Walker St/Katella Ave 16 Valley View St/Katella Ave 3 32 2 17 Valley View St/Orangewood Ave 18 Lexington Dr/Farquhar Ave 19 Los Alamitos Blvd/Farquhar Ave FIGURE 7 LEGEND N XXX / YYY AM / PM Volume Cypress City Center Project Trip Assignment5 / 70 / 40 / 45 / 710 / 156 / 137 / 180 / 45 / 713 / 276 / 138 / 264 / 4013 / 279 / 116 / 1319 / 2134 / 1934 / 197 / 181 / 41 / 93 / 93 / 91 / 41 / 41 / 43 / 9P:\SHO1902\xls\Figures\Fig-7 - Proposed Project Trip Assignment.xlsx (12/2/2019) [138 / 115[100 / 177[137 / 209706 / 798724 / 1055793 / 1113[174 / 420ZQT247 / 296ZQT172 / 98ZQT112 / 49ZQ869 / 1228130 / 129SRY31 / 159SRY63 / 123SRY71 / 224SRY800 / 801826 / 1104845 / 11921065 / 1131129 / 165\115 / 104\86 / 33\2 / 1\1Los Alamitos Blvd/Cerritos Ave2Bloomfield St/Cerritos Ave3Denni St/Cerritos Ave4Moody St/Cerritos Ave[106 / 157[147 / 128[15 / 11841 / 1124735 / 676[847 / 8601703 / 2114ZQT123 / 102ZQT170 / 100Z1473 / 1696ZQT182 / 18220 / 95SRY97 / 317SRY118 / 184SY17 / 25SRY1139 / 1068644 / 8611522 / 18661923 / 2102491 / 241\469 / 280\338 / 365\5Walker St/Cerritos Ave6Valley View St/Cerritos Ave7I-605 NB ramps/Katella Ave8Wallingsford Rd/Katella Ave[89 / 102[245 / 239[96 / 1071261 / 15491285 / 18011500 / 1736[7 / 8ZQT334 / 313ZQT30 / 59ZQT118 / 124ZQ1587 / 1967169 / 255SRY323 / 279SRY109 / 105SRY6 / 28S1560 / 14831622 / 16811636 / 15991668 / 1920255 / 493\41 / 77\106 / 72\9Los Alamitos Blvd/Katella Ave10Bloomfield St/Katella Ave11Lexington Dr/Katella Ave12Cottonwood Way/Katella Ave[16 / 38[6 / 6[365 / 602[140 / 2171690 / 18801611 / 18731594 / 17881181 / 1016ZQT38 / 83ZQT63 / 38ZQT13 / 0ZQT202 / 325136 / 159SRY42 / 169SRY225 / 335SRY244 / 261SRY1720 / 17601523 / 17621564 / 1651966 / 107831 / 32\57 / 10\14 / 5\708 / 1026\13Siboney St/Katella Ave14Winners Cir/Katella Ave15Walker St/Katella Ave16Valley View St/Katella Ave[562 / 44522 / 42[106 / 136ZQT103 / 87Z QT315 / 392132 / 112SRY77 / 89SR Y40 / 3784 / 35\20 / 22\17Valley View St/Orangewood Ave18Lexington Dr/Farquhar Ave19Los Alamitos Blvd/Farquhar AveFIGURE 8LEGENDNXXX / YYYAM / PM Volume Cypress City Center Existing plus Project Peak-Hour Volumes626 / 813178 / 26179 / 18423 / 56192 / 158312 / 518121 / 108335 / 409548 / 307159 / 74118 / 1601 / 02 / 01 / 349 / 7758 / 220157 / 3451233 / 190844 / 2241073 / 755398 / 1591349 / 1077111 / 146270 / 201104 / 506246 / 744835 / 6921498 / 1474939 / 878388 / 45642 / 822 / 4272 / 176132 / 16161 / 589 / 481 / 26 / 503 / 270 / 15790 / 59611 / 1180 / 2398 / 722 / 02 / 4639 / 5582 / 9412 / 25357 / 10588 / 46439 / 3790 / 463 / 1002040 / 195210 / 1974 / 97217 / 701233 / 1498122 / 129166 / 1651718 / 156769 / 24310 / 9147 / 1361730 / 2125253 / 57970 / 940 / 346 / 833 / 97 / 14186 / 2281087 / 1351214 / 248401 / 181190 / 160180 / 175140 / 107115 / 135185 / 219937 / 965158 / 146166 / 106753 / 45870 / 46206 / 1513 / 0584 / 25418 / 19140 / 6630 / 6090 / 99570 / 289168 / 61128 / 81154 / 82239 / 9590 / 66756 / 55194 / 84P:\SHO1902\xls\Figures\Fig-10 - Existing plus Modified Peak-Hour Volumes.xlsx (7/16/2019) ICU/Delay LOS ICU/Delay LOS ∆ ICU/Delay Yes/No AM 0.704 C 0.705 C 0.001 No 1 Los Alamitos Boulevard/Cerritos Avenue Signal PM 0.745 C 0.747 C 0.002 No AM 0.693 B 0.693 B 0.000 No 2 Bloomfield Street/Cerritos Avenue Signal PM 0.739 C 0.741 C 0.002 No AM 0.594 A 0.594 A 0.000 No 3 Denni Street/Cerritos Avenue Signal PM 0.751 C 0.754 C 0.003 No AM 0.572 A 0.572 A 0.000 No 4 Moody Street/Cerritos Avenue Signal PM 0.756 C 0.757 C 0.001 No AM 0.681 B 0.684 B 0.003 No 5 Walker Street/Cerritos Avenue Signal PM 0.730 C 0.734 C 0.004 No AM 0.731 C 0.733 C 0.002 No 6 Valley View Street/Cerritos Avenue Signal PM 0.834 D 0.840 D 0.006 No AM 0.493 A 0.498 A 0.005 No 7 I-605 northbound ramps/Katella Avenue Signal PM 0.590 A 0.599 A 0.009 No AM 0.811 D 0.815 D 0.004 No 8 Wallingsford Road – Walnut Street/Katella Avenue Signal PM 0.711 C 0.718 C 0.007 No AM 0.745 C 0.752 C 0.007 No 9 Los Alamitos Boulevard/Katella Avenue Signal PM 0.745 C 0.756 C 0.011 No AM 0.819 D 0.828 D 0.009 No 10 Bloomfield Street/Katella Avenue Signal PM 0.742 C 0.755 C 0.013 No AM 0.579 A 0.585 A 0.006 No 11 Lexington Drive/Katella Avenue Signal PM 0.592 A 0.608 B 0.016 No AM 0.371 A 0.377 A 0.006 No 12 Cottonwood Way/Katella Avenue Signal PM 0.447 A 0.460 A 0.013 No AM 0.461 A 0.480 A 0.019 No 13 Siboney Street/Katella Avenue Signal PM 0.524 A 0.551 A 0.027 No AM 0.396 A 0.405 A 0.009 No 14 Winners Circle/Katella Avenue Signal PM 0.521 A 0.591 A 0.070 No AM 0.658 B 0.666 B 0.008 No 15 Walker Street/Katella Avenue Signal PM 0.687 B 0.691 B 0.004 No AM 0.723 C 0.730 C 0.007 No 16 Valley View Street/Katella Avenue Signal PM 0.749 C 0.758 C 0.009 No AM 0.784 C 0.786 C 0.002 No 17 Valley View Street/Orangewood Avenue Signal PM 0.826 D 0.832 D 0.006 No AM 8.8 A 8.8 A 0.0 No 18 Lexington Drive/Farquhar Avenue AWSC PM 9.7 A 9.7 A 0.0 No AM 0.614 B 0.615 B 0.001 No 19 Los Alamitos Boulevard/ Farquhar Avenue Signal PM 0.618 B 0.621 B 0.003 No ICU = Intersection Capacity Utilization Delay is reported in seconds. LOS = level of service AWSC = all-way stop control Existing Existing Plus Project Project Impact Table C: Existing Plus Project Intersection Control Peak Hour Intersection Level of Service Summary P:\SHO1902\xls\Intersections LOS.xls\Existing+Proposed (12/5/2019) T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/06/19» 17 Opening Year Conditions A future, near-term scenario corresponding to the project opening year (2021) was analyzed. To develop the project opening year volumes, an ambient growth rate of 0.5 percent per year (1.5 percent for 3 years) was applied to existing counts. Application of a 0.5 percent per year growth rate to the existing traffic volumes is considered conservative and would account for any additional future development beyond that described below in the project vicinity. This growth rate was referenced from other traffic studies prepared in Cypress. In addition to the ambient growth, cumulative project traffic volumes from approved but not built and/pending development projects in the vicinity of the project site were included in the Project Opening Year conditions. Information regarding cumulative projects was requested from the cities of Cypress and Los Alamitos and from other surrounding cities, including the cities of Garden Grove, Stanton, La Palma, Buena Park, and Hawaiian Gardens. Trip generation estimates for the cumulative projects were obtained from the available approved traffic studies or from calculations based on the ITE trip generation rates. Table D summarizes the list of cumulative projects and their trip generation estimates. Trip distribution for the cumulative projects is based on the available approved traffic studies or has been estimated by LSA. Figure 9 shows the locations of the cumulative projects. Figure 10 shows the cumulative project trips at the study intersections. The ambient growth and cumulative project trips at the study intersections were added to the existing peak-hour volumes to develop the Project Opening Year conditions. Figure 11 shows the Project Opening Year peak-hour volumes. Table E summarizes the results of the Project Opening Year LOS analysis for the study area intersections. The Project Opening Year ICU and HCM worksheets for signalized and unsignalized intersections are contained in Appendices C and D, respectively. As shown in Table E, all study area intersections are forecast to operate at satisfactory LOS during both peak hours in the Project Opening Year conditions. In Out Total In Out Total 1 Barton Place Mixed-Use (Ovation)1 Northeast corner of Katella and Enterprise 244 du Senior Housing 35,600 sf Retail 11,376 sf Restaurant 1,954 65 60 125 61 48 109 2 SRM Cypress (Westmont)Northeast corner of Katella and Enterprise 129 bed Assisted Living 13,700 sf Retail 852 23 14 37 38 48 86 3 Bonanni Development 4620 Lincoln Ave 67 du Apartments 364 6 18 24 18 11 29 4 Sports Park Southeast corner of Lexington and Cerritos 9 acre Soccer Field (6 Soccer Fields)428 4 2 6 65 34 99 5 Residential Development2 10845 Cherry St 1 Duplex 15 0 1 1 1 0 1 6 Los Alamitos Luxury Apartments3 3342 Cerritos Ave 107 du Apartments 783 11 38 49 38 22 60 7 Residential Development 10922 Walnut St 4 du Apartments 29 0 1 1 1 1 2 8 Residential Development 3751 Farquhar Ave 4 du Condominiums 29 0 1 1 1 1 2 9 Cottonwood Church Site Residential Development4 3311 Sausalito St 50 du Condominiums 291 4 18 22 17 9 26 10 Residential Development 4071 Farquhar Ave 5 du Condominiums 37 1 2 3 2 1 3 11 Residential Development 4061 Farquhar Ave 5 du Condominiums 37 1 2 3 2 1 3 12 Residential Development2 10700 Regan St 1 Duplex 15 0 1 1 1 0 1 13 Commercial Development 5250 Katella Ave 2,400 sf Coffee Shop 2,800 sf Restaurant 2,283 124 118 242 69 62 131 14 Hotel Development 10650 Los Alamitos Blvd 107 room Hotel 895 30 20 50 33 31 64 15 Mixed Use Development 12101 - 12111 Valley View St 4,241 sf Automatic Car Wash 1,870 sf Drive-through Restaurant 2,700 sf Sit-down Restaurant 2,846 sf Movie Theater 1,707 53 49 102 95 70 165 16 Commercial Development 10580 - 10600 Beach Blvd 4,100 sf Retail 850 sf Warehouse 156 2 1 3 8 8 16 17 Residential Development 7320 Katella Ave 6 unit Townhouses 44 1 2 3 2 1 3 9,919 325 348 673 452 348 800 note: 1 At the time of preparation of this traffic study, 40% of the project was completed, and 60% was incomplete. Trips show the incomplete part of the total project trips (60%). 2 Trips for duplex were estimated as 2 apartment units. 3 Trip generation referenced from the Los Alamitos Luxury Apartments Initial Study (2018). 4 Trip generation referenced from the Cottonwood Church Site Residential Development Traffic Impact Study (2017). ADT = average daily trips Total City of Stanton Table D: Summary of Cumulative Projects ADT City of Los Alamitos AM PM Project No.Project Name Project Address Project Description City of Cypress City of Garden Grove P:\SHO1902\Cumulative Projects\Cumulative Projects Table.xlsx12/2/2019 SOURCE Bing Maps:FEET300015000NFIGURE 9I:\SHO1902\G\Cumulative Projects.cdr (7/17/2019)Cypress City CenterLocations of Cumulative Projects#- Cumulative Projects- Project SiteLEGENDFarquhar AveFarquhar AveDenni StDenni StMoody StMoody StEnterprise DrEnterprise DrCottonwood WayCottonwood WayWinners CircleWinners CircleSiboney StSiboney St1234567891011121314151617 1 3 / 17 1 6 / 11 z 12 / 6y3s3 / 3 3 1 6 / 19 3 s 3 / 18 y p 1 5 / 28 4 / 2 r q 2 x 10 / 24 0 2 9 / 8 0 q 2 x 6 / 8 r 9 / 21 0 1 / 16 {19 / 25 0 22 / 18 { 1 Los Alamitos Blvd/Cerritos Ave 2 Bloomfield St/Cerritos Ave 3 Denni St/Cerritos Ave 4 Moody St/Cerritos Ave 1 5 / 28 1 6 / 26 z 10 / 8 z 0 / 23s1 / 2 y 3 s 9 / 7 1 28 / 25 p 1 34 / 31 1 / 2 r q 2 7 / 7 r q 2 x 12 / 14 0 x 0 / 1 r 18 / 24 0 9 / 15 0 34 / 36 0 19 / 14 {2 / 1 { 5 Walker St/Cerritos Ave 6 Valley View St/Cerritos Ave 7 I-605 NB ramps/Katella Ave 8 Wallingsford Rd/Katella Ave z 10 / 11 z 4 / 3 z 31 / 30122 / 20 1 35 / 35 1 52 / 52y3ps3 / 3 3 p s 1 / 1 y p s 5 / 6 1 88 / 88 11 / 16 r 2 x 40 / 34 0 q 2 x 0 / 1 r 2 84 / 74 0 25 / 21 0 1 / 1 {59 / 52 0 9 Los Alamitos Blvd/Katella Ave 10 Bloomfield St/Katella Ave 11 Lexington Dr/Katella Ave 12 Cottonwood Way/Katella Ave 1 95 / 90 1 16 / 19s81 / 45 1 140 / 116 y 1 100 / 85 y 3 s 3 / 5 31 / 36 r 30 / 16 r 28 / 19 r 41 / 31 r q 2 x 78 / 72 0 117 / 92 0 89 / 73 0 18 / 15 0 30 / 27 { 13 Siboney St/Katella Ave 14 Winners Cir/Katella Ave 15 Walker St/Katella Ave 16 Valley View St/Katella Ave 3 p z 9 / 7 32 2 17 Valley View St/Orangewood Ave 18 Lexington Dr/Farquhar Ave 19 Los Alamitos Blvd/Farquhar Ave FIGURE 10 LEGEND N XXX / YYY AM / PM Volume Cypress City Center Cumulative Projects Peak-Hour Volumes13 / 1010 / 2218 / 251 / 95 / 42 / 315 / 271 / 235 / 298 / 623 / 261 / 245 / 3812 / 616 / 1333 / 273 / 53 / 36 / 132 / 440 / 301 / 101 / 11 / 11 / 129 / 2915 / 128 / 1629 / 318 / 64 / 651 / 401 / 14 / 31 / 120 / 1612 / 1312 / 812 / 1020 / 151 / 219 / 142 / 15 / 521 / 371 / 411 / 13P:\SHO1902\xls\Figures\Fig-12 - Cumulative Projects Peak-Hour Volumes.xlsx (7/16/2019) z 140 / 117 z 102 / 180 z 139 / 2121720 / 827 1 741 / 1090 1 811 / 1141 z 189 / 428y3ps254 / 303 y 3 p s 175 / 99 y 3 p s 117 / 68 y 3 p 1 887 / 1274 136 / 133 r q 2 x 31 / 161 r q 2 x 64 / 125 r q 2 x 78 / 235 r q 2 x 821 / 834 0 848 / 1145 0 867 / 1218 0 1100 / 1173 0 153 / 185 {117 / 106 {88 / 49 {2 / 1 { 1 Los Alamitos Blvd/Cerritos Ave 2 Bloomfield St/Cerritos Ave 3 Denni St/Cerritos Ave 4 Moody St/Cerritos Ave z 108 / 159 z 149 / 130 z 15 / 131859 / 1169 1 749 / 703 z 855 / 867 1 1730 / 2141y3ps123 / 96 y 3 p s 182 / 109 y 1 1504 / 1725 y 3 p s 185 / 185 21 / 98 r q 2 x 105 / 329 r q 2 x 120 / 187 r x 17 / 26 r q 2 x 1174 / 1108 0 658 / 882 0 1542 / 1877 0 1964 / 2124 0 516 / 255 {478 / 285 {343 / 370 { 5 Walker St/Cerritos Ave 6 Valley View St/Cerritos Ave 7 I-605 NB ramps/Katella Ave 8 Wallingsford Rd/Katella Ave z 95 / 107 z 253 / 242 z 127 / 13011269 / 1557 1 1293 / 1808 1 1527 / 1751 z 7 / 8y3ps333 / 310 y 3 p s 31 / 61 y p s 125 / 132 y p 1 1650 / 2013 183 / 275 r q 2 x 328 / 283 r q 2 x 111 / 108 r q 2 x 6 / 28 r 1586 / 1481 0 1655 / 1672 0 1687 / 1599 0 1744 / 1938 0 259 / 500 {43 / 79 {108 / 73 { 9 Los Alamitos Blvd/Katella Ave 10 Bloomfield St/Katella Ave 11 Lexington Dr/Katella Ave 12 Cottonwood Way/Katella Ave z 16 / 39 z 6 / 6 z 370 / 611 z 142 / 22011795 / 1942 1 1741 / 1928 1 1692 / 1837 1 1208 / 1032y3ps108 / 114 y 3 p s 64 / 39 y 3 p s 13 / 0 y 3 p s 208 / 335 157 / 167 r q 2 x 51 / 128 r q 2 x 246 / 336 r q 2 x 279 / 281 r q 2 x 1800 / 1799 0 1617 / 1846 0 1638 / 1697 0 988 / 1094 0 31 / 32 {58 / 10 {14 / 5 {729 / 1047 { 13 Siboney St/Katella Ave 14 Winners Cir/Katella Ave 15 Walker St/Katella Ave 16 Valley View St/Katella Ave z 579 / 459122 / 43 z 108 / 138y3ps105 / 88 y 3 3 p s 320 / 398 134 / 114 r q 2 x 78 / 90 r q 2 2 x 41 / 38 0 85 / 36 { 20 / 22 { 17 Valley View St/Orangewood Ave 18 Lexington Dr/Farquhar Ave 19 Los Alamitos Blvd/Farquhar Ave FIGURE 11 LEGEND N XXX / YYY AM / PM Volume Cypress City Center Opening Year Peak-Hour Volumes92 / 71775 / 56395 / 85210 / 1553 / 0611 / 26820 / 20142 / 6730 / 6191 / 100583 / 294171 / 62130 / 82176 / 116243 / 96168 / 108781 / 47171 / 47200 / 235963 / 987169 / 1493 / 97 / 14189 / 2311107 / 1377261 / 273407 / 184194 / 163186 / 177143 / 110136 / 14437 / 760 / 312 / 6548 / 1381766 / 2167265 / 59475 / 98220 / 711257 / 1521124 / 131168 / 1671746 / 159370 / 24710 / 9264 / 1022086 / 198310 / 19278 / 183134 / 16362 / 599 / 491 / 26 / 513 / 270 / 15802 / 60511 / 1215 / 2464 / 322 / 02 / 4741 / 6683 / 9513 / 26363 / 10890 / 48442 / 3740 / 4867 / 7021523 / 1501959 / 904394 / 46343 / 832 / 4118 / 516261 / 761556 / 312161 / 75120 / 1621 / 02 / 01 / 365 / 10554 / 216160 / 3521276 / 195053 / 2331106 / 779404 / 1611407 / 1113113 / 148275 / 206643 / 825191 / 28798 / 20824 / 66195 / 160322 / 526123 / 110342 / 418P:\SHO1902\xls\Figures\Fig-13 - Opening Year Peak-Hour Volumes.xlsx (7/16/2019) ICU/Delay LOS AM 0.725 C 1 Los Alamitos Boulevard/Cerritos Avenue Signal PM 0.770 C AM 0.707 C 2 Bloomfield Street/Cerritos Avenue Signal PM 0.757 C AM 0.626 B 3 Denni Street/Cerritos Avenue Signal PM 0.812 D AM 0.594 A 4 Moody Street/Cerritos Avenue Signal PM 0.782 C AM 0.711 C 5 Walker Street/Cerritos Avenue Signal PM 0.755 C AM 0.755 C 6 Valley View Street/Cerritos Avenue Signal PM 0.861 D AM 0.503 A 7 I-605 northbound ramps/Katella Avenue Signal PM 0.602 B AM 0.828 D 8 Wallingsford Road – Walnut Street/Katella Avenue Signal PM 0.726 C AM 0.764 C 9 Los Alamitos Boulevard/Katella Avenue Signal PM 0.766 C AM 0.838 D 10 Bloomfield Street/Katella Avenue Signal PM 0.762 C AM 0.613 B 11 Lexington Drive/Katella Avenue Signal PM 0.623 B AM 0.392 A 12 Cottonwood Way/Katella Avenue Signal PM 0.470 A AM 0.520 A 13 Siboney Street/Katella Avenue Signal PM 0.556 A AM 0.424 A 14 Winners Circle/Katella Avenue Signal PM 0.560 A AM 0.695 B 15 Walker Street/Katella Avenue Signal PM 0.703 C AM 0.756 C 16 Valley View Street/Katella Avenue Signal PM 0.771 C AM 0.805 D 17 Valley View Street/Orangewood Avenue Signal PM 0.848 D AM 8.8 A 18 Lexington Drive/Farquhar Avenue AWSC PM 9.8 A AM 0.624 B 19 Los Alamitos Boulevard/ Farquhar Avenue Signal PM 0.630 B ICU = Intersection Capacity Utilization Delay is reported in seconds. LOS = level of service AWSC = all-way stop control Table E: Opening Year Level of Service Summary Intersection Control Peak Hour Opening Year P:\SHO1902\xls\Intersections LOS.xls\Opening (12/2/2019) T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/06/19» 25 Opening Year Plus Project Condition To determine the Opening Year Plus Project conditions, the net traffic generated by the project was added to the Opening Year traffic volumes at the study area intersections. Figure 12 shows the resulting Opening Year Plus Project peak-hour traffic volumes. Table F summarizes the results of the Opening Year Plus Project peak-hour LOS analysis for the study area intersections. The Opening Year Plus Project ICU and HCM worksheets for signalized and unsignalized intersections are contained in Appendices C and D, respectively. As shown in Table F, with the addition of the project, all study area intersections are forecast to operate at satisfactory LOS during both peak hours. Therefore, a significant project impact is not expected to occur at any study area intersection in the Opening Year (2021) conditions. z 140 / 117 z 102 / 180 z 139 / 2121720 / 827 1 741 / 1090 1 811 / 1141 z 189 / 432y3ps254 / 303 y 3 p s 175 / 99 y 3 p s 117 / 68 y 3 p 1 887 / 1274 136 / 133 r q 2 x 31 / 161 r q 2 x 64 / 125 r q 2 x 78 / 235 r q 2 x 821 / 834 0 848 / 1145 0 867 / 1218 0 1100 / 1173 0 153 / 185 {117 / 106 {88 / 49 {2 / 1 { 1 Los Alamitos Blvd/Cerritos Ave 2 Bloomfield St/Cerritos Ave 3 Denni St/Cerritos Ave 4 Moody St/Cerritos Ave z 108 / 159 z 149 / 130 z 15 / 131859 / 1169 1 752 / 711 z 868 / 881 1 1763 / 2176y3ps127 / 104 y 3 p s 182 / 109 y 1 1523 / 1746 y 3 p s 185 / 185 21 / 98 r q 2 x 105 / 329 r q 2 x 120 / 187 r x 17 / 26 r q 2 x 1174 / 1108 0 663 / 890 0 1557 / 1908 0 1985 / 2169 0 516 / 259 {478 / 285 {343 / 370 { 5 Walker St/Cerritos Ave 6 Valley View St/Cerritos Ave 7 I-605 NB ramps/Katella Ave 8 Wallingsford Rd/Katella Ave z 100 / 115 z 253 / 246 z 128 / 13811302 / 1592 1 1340 / 1862 1 1574 / 1812 z 7 / 8y3ps342 / 321 y 3 p s 31 / 61 y p s 125 / 132 y p 1 1698 / 2082 183 / 275 r q 2 x 328 / 283 r q 2 x 111 / 108 r q 2 x 6 / 28 r 1607 / 1525 0 1686 / 1739 0 1719 / 1674 0 1778 / 2021 0 259 / 500 {43 / 79 {108 / 73 { 9 Los Alamitos Blvd/Katella Ave 10 Bloomfield St/Katella Ave 11 Lexington Dr/Katella Ave 12 Cottonwood Way/Katella Ave z 16 / 39 z 6 / 6 z 370 / 611 z 142 / 22011810 / 1997 1 1775 / 2016 1 1719 / 1899 1 1215 / 1049y3ps119 / 129 y 3 p s 64 / 39 y 3 p s 13 / 0 y 3 p s 208 / 335 169 / 196 r q 2 x 73 / 186 r q 2 x 256 / 358 r q 2 x 288 / 296 r q 2 x 1822 / 1858 0 1662 / 1879 0 1676 / 1748 0 998 / 1109 0 31 / 32 {58 / 10 {14 / 5 {748 / 1068 { 13 Siboney St/Katella Ave 14 Winners Cir/Katella Ave 15 Walker St/Katella Ave 16 Valley View St/Katella Ave z 579 / 459122 / 43 z 108 / 138y3ps105 / 88 y 3 3 p s 320 / 398 134 / 114 r q 2 x 78 / 90 r q 2 2 x 41 / 38 0 85 / 36 { 20 / 22 { 17 Valley View St/Orangewood Ave 18 Lexington Dr/Farquhar Ave 19 Los Alamitos Blvd/Farquhar Ave FIGURE 12 LEGEND N XXX / YYY AM / PM Volume Cypress City Center Opening Year plus Project Peak-Hour Volumes92 / 71778 / 57295 / 85210 / 1553 / 0611 / 27220 / 20142 / 6730 / 6191 / 100583 / 298171 / 62130 / 82176 / 120243 / 96168 / 108784 / 48071 / 47200 / 235963 / 987172 / 1583 / 97 / 14189 / 2311107 / 1377268 / 290407 / 184194 / 163187 / 182143 / 110138 / 15271 / 950 / 346 / 8448 / 1381784 / 2189265 / 59475 / 98220 / 711266 / 1531124 / 131168 / 1671752 / 160770 / 24710 / 9264 / 1022099 / 201010 / 19278 / 183134 / 16362 / 599 / 491 / 26 / 513 / 270 / 15802 / 60511 / 1223 / 2738 / 722 / 02 / 4741 / 6683 / 9513 / 26363 / 10890 / 48448 / 3880 / 4879 / 7291523 / 1501959 / 904394 / 46343 / 832 / 4118 / 520266 / 768556 / 312161 / 75120 / 1621 / 02 / 01 / 365 / 10559 / 223160 / 3521286 / 196453 / 2331112 / 792404 / 1611413 / 1130113 / 148275 / 206647 / 833191 / 28798 / 21224 / 66195 / 160322 / 530123 / 110342 / 418P:\SHO1902\xls\Figures\Fig-15 - Opening Year plus Modified Peak-Hour Volumes.xlsx (7/16/2019) ICU/Delay LOS ICU/Delay LOS ∆ ICU/Delay Yes/No AM 0.725 C 0.726 C 0.001 No 1 Los Alamitos Boulevard/Cerritos Avenue Signal PM 0.770 C 0.770 C 0.000 No AM 0.707 C 0.707 C 0.000 No 2 Bloomfield Street/Cerritos Avenue Signal PM 0.757 C 0.758 C 0.001 No AM 0.626 B 0.626 B 0.000 No 3 Denni Street/Cerritos Avenue Signal PM 0.812 D 0.817 D 0.005 No AM 0.594 A 0.594 A 0.000 No 4 Moody Street/Cerritos Avenue Signal PM 0.782 C 0.784 C 0.002 No AM 0.711 C 0.714 C 0.003 No 5 Walker Street/Cerritos Avenue Signal PM 0.755 C 0.759 C 0.004 No AM 0.755 C 0.756 C 0.001 No 6 Valley View Street/Cerritos Avenue Signal PM 0.861 D 0.866 D 0.005 No AM 0.503 A 0.508 A 0.005 No 7 I-605 northbound ramps/Katella Avenue Signal PM 0.602 B 0.611 B 0.009 No AM 0.828 D 0.831 D 0.003 No 8 Wallingsford Road – Walnut Street/Katella Avenue Signal PM 0.726 C 0.733 C 0.007 No AM 0.764 C 0.770 C 0.006 No 9 Los Alamitos Boulevard/Katella Avenue Signal PM 0.766 C 0.773 C 0.007 No AM 0.838 D 0.848 D 0.010 No 10 Bloomfield Street/Katella Avenue Signal PM 0.762 C 0.776 C 0.014 No AM 0.613 B 0.620 B 0.007 No 11 Lexington Drive/Katella Avenue Signal PM 0.623 B 0.630 B 0.007 No AM 0.392 A 0.399 A 0.007 No 12 Cottonwood Way/Katella Avenue Signal PM 0.470 A 0.484 A 0.014 No AM 0.520 A 0.543 A 0.023 No 13 Siboney Street/Katella Avenue Signal PM 0.556 A 0.584 A 0.028 No AM 0.424 A 0.450 A 0.026 No 14 Winners Circle/Katella Avenue Signal PM 0.560 A 0.629 B 0.069 No AM 0.695 B 0.703 C 0.008 No 15 Walker Street/Katella Avenue Signal PM 0.703 C 0.722 C 0.019 No AM 0.756 C 0.762 C 0.006 No 16 Valley View Street/Katella Avenue Signal PM 0.771 C 0.779 C 0.008 No AM 0.805 D 0.808 D 0.003 No 17 Valley View Street/Orangewood Avenue Signal PM 0.848 D 0.853 D 0.005 No AM 8.8 A 8.8 A 0.0 No 18 Lexington Drive/Farquhar Avenue AWSC PM 9.8 A 9.8 A 0.0 No AM 0.624 B 0.625 B 0.001 No 19 Los Alamitos Boulevard/ Farquhar Avenue Signal PM 0.630 B 0.633 B 0.003 No ICU = Intersection Capacity Utilization Delay is reported in seconds. LOS = level of service AWSC = all-way stop control Opening Year Opening Year Plus Project Project Impact Table F: Opening Year Plus Project Intersection Control Peak Hour Intersection Level of Service Summary P:\SHO1902\xls\Intersections LOS.xls\Opening+Proposed (12/5/2019) T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/06/19» 28 ANALYSIS OF STATE HIGHWAY FACILITIES Intersection Analysis Intersections on State highway facilities (I-605 northbound ramps/Katella Avenue) is also analyzed using the HCM methodology, as required by the Caltrans Guide for the Preparation of Traffic Impact Studies (December 2002). A description of each LOS based on delay according to the HCM, 6th Edition (Transportation Resources Board 2016) is provided below. Level of Service Signalized Intersection Delay (seconds) Description A ≤10.0 EXCELLENT—No vehicle waits longer than one red light and no approach phase is fully used. B >10.0 and ≤20.0 VERY GOOD—An occasional approach phase is fully utilized; drivers begin to feel somewhat restricted within groups of vehicles. C >20.0 and ≤35.0 GOOD—Occasionally drivers may have to wait through more than one red light; backups may develop behind turning vehicles. D >35.0 and ≤55.0 FAIR—Delays may be substantial during portions of the rush hours, but enough lower- volume periods occur to permit clearing of developing lines, preventing excessive backups. E >55.0 and ≤80.0 POOR—Represents the most vehicles that the intersection approaches can accommodate; may be long lines of waiting vehicles through several signal cycles. F >80.0 FAILURE—Backups from nearby locations or on cross streets may restrict or prevent movement of vehicles out of the intersection approaches. Delays occur, with increasing queue lengths. Source: Highway Capacity Manual (Transportation Research Board 2016). Intersection Significance Threshold The Caltrans Guide for the Preparation of Traffic Impact Studies does not have published criteria for determination of significant impacts. Caltrans states that it endeavors to maintain a target LOS at the transition between LOS C and LOS D on State highway facilities and to maintain the existing LOS in cases where a facility is operating at less than the target LOS. For this TIA, LOS C is considered the target LOS standard and will be utilized to assess the project’s impacts at the Caltrans study intersection. A significant project impact at a Caltrans intersection would occur if the addition of the project trips causes the peak-hour LOS to deteriorate from an acceptable LOS (LOS A, B, or C) to an unacceptable LOS (LOS D, E, or F), or causes an intersection that is already operating at an unacceptable LOS to deteriorate to a worse LOS. Analysis of Peak-Hour Operations on State Highway Facilities The intersection of I-605 northbound ramps/Katella Avenue was analyzed for each of the project conditions using the HCM methodology. Table G summarizes the results of the LOS analysis for all conditions. The intersection of I-605 northbound ramps/Katella Avenue currently operates at LOS A during both peak hours and is forecast to continue to do so with the addition of the project during the Existing Plus Project and Opening Year Plus Project conditions. T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/06/19» 29 Table G: Summary of Intersection Operation, I-605 Northbound Ramps/Katella Avenue Scenario Peak Hour Delay LOS Existing AM 2.8 A PM 4.1 A Existing Plus Project Conditions AM 2.9 A PM 4.1 A Project Opening Year AM 3.0 A PM 4.2 A Opening Year Plus Project AM 4.0 A PM 4.3 A I-605 = Interstate 605 LOS = level of service ORANGE COUNTY CONGESTION MANAGEMENT PROGRAM Figure 13 illustrates the County of Orange CMP Highway System. As shown on Figure 13, the CMP Highway System includes two roadway arterials in the project area: Valley View Street and Katella Avenue. Also, the CMP Highway System includes two intersections within the study area: Valley View Street/Katella Avenue and I-605 northbound ramps/Katella Avenue. These two intersections are both study intersections within the project study area. Based on the CMP requirements, a TIA is required for CMP purposes if a project would generate 2,400 or more ADT. For projects that would directly access a CMP Highway System roadway (i.e., Katella Avenue), a reduced threshold of 1,600 ADT is applied. The project is forecast to generate 4,978 ADT and would access directly onto Katella Avenue. As such, a TIA is required for CMP purposes for the project. Based on the County of Orange CMP requirements, the study area of the project should extend far enough to cover any CMP roadway segment on which the project ADT would add 3 percent or more of the CMP roadway segment’s LOS E capacity. According to the Guidance for Administration of the Orange County Master Plan of Arterial Highways (2017), the LOS E capacity for a six-lane major roadway (i.e., Katella Avenue and Valley View Street) is 56,300 vehicles per day. Figure 14 demonstrates the project forecast ADT on Katella Avenue and Valley View Street and their capacities at LOS E. The project’s ADT on Katella Avenue exceeds the 3 percent threshold on Katella Avenue immediately east and west of the project site. However, the project’s ADT is less than the 3 percent threshold on Katella Avenue and Valley View Street at the study area boundaries based on the distribution of project trips throughout the study area. Therefore, the study area for the project is sufficiently sized to cover all roadway segments adding the 3 percent threshold of the project’s ADT to the CMP roadway segment’s LOS E capacity. As such, the traffic analysis satisfies the CMP requirements. Furthermore, the project is not expected to result in a significant traffic impact at any CMP intersection. Therefore, this TIA complies with the CMP requirements. SOURCE OCTA: MILES 52.50 N FIGURE 13 County of Orange CMP Highway System I:\SHO1902\G\CMP Highway System.cdr (7/17/2019) Cypress City Center SOURCE Bing Maps:FEET300015000NFIGURE 14I:\SHO1902\G\CMP Determination-Modified Project.cdr (7/17/2019)Cypress City CenterCMP Study Area Determination XX/YYYZZ%- Project ADT/LOS E Capacity- Project Percentage of LOS E Capacity- Project SiteLEGENDFarquhar AveFarquhar AveDenni StDenni StMoody StMoody StEnterprise DrEnterprise DrCottonwood WayCottonwood WayWinners CircleWinners CircleSiboney StSiboney St2,489/56,3004.4%498/56,3000.8%2,073/56,3003.7%1,187/56,3002.1%2,489/56,3004.4%1,713/56,3003.0%1,795/56,3003.2%498/56,3000.8%718/56,3001.3%718/56,3001.3%498/56,3000.8% T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/06/19» 32 CONCLUSIONS Based on the results of this analysis, implementation of the project is not expected to result in any significant project-related impacts to the surrounding roadway system. The evaluation of the study area intersections shows that the addition of project traffic is not expected to create significant adverse impacts in the existing or build out conditions. The intersection of I-605 northbound ramps/Katella Avenue, which is a Caltrans facility, would continue to operate at LOS A during the peak hours under both Existing Plus Project and Opening Year Plus Project conditions. The project is not expected to result in a significant impact at any CMP intersection, and this TIA complies with the CMP requirements. T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/06/19» 33 REFERENCES California Department of Transportation (Caltrans). 2002. Guide for the Preparation of Traffic Impact Studies. December. City of Cypress. 2000. General Plan Circulation Element. County of Orange. 2017. Orange County Congestion Management Program. Transportation Resources Board. 2016. Highway Capacity Manual, 6th Edition. T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/12/19» APPENDIX A SCOPE OF WORK LSAisabusinessnameofLSAAssociates,Inc. CARLSBAD FRESNO IRVINE LOSANGELES PALMSPRINGS POINTRICHMOND RIVERSIDE ROSEVILLE SANLUISOBISPO December5,2019 DaveRoseman CityofCypress,TrafficEngineer 5275OrangeAvenue Cypress,CA90630 Subject: CypressCityCenterMixedͲUseDevelopment–TrafficImpactAnalysisScopeofWork DearMr.Roseman: LSAhaspreparedthefollowingTrafficImpactAnalysis(TIA)ScopeofWorkfortheCypressCity CentermixedͲuseproject(project).Theprojectproposestoconstructretail,residential,hoteland theaterusesona13acrevacantparcelintheCityofCypress. Theprojectsiteisgenerallybounded byKatellaAvenuetothesouth,SiboneyStreettothewest,WinnersCircletotheeastandtheLos AlamitosRaceTracktothenorth.Figure1(attached)showstheprojectlocationandproposedstudy areaintersections.AccesswouldbeprovidedviaSiboneyStreet(andexistingtrafficsignalat Siboney/Katella),WinnersCircle(andexistingtrafficsignalatWinnersCircle/Katella),andaright turnin/outonlydrivewaydirectlyonKatellaAvenue. Thisscopeofworkhasbeendevelopedbasedoninformationfromtrafficstudiespreparedwithin closeproximitytothesiteanddiscussionswithSheaPropertiesandCitystaff. TripGeneration LSAidentifiedthetripgenerationoftheprojectbasedontriprateswithinthelatestInstituteof TransportationEngineers(ITE)TripGenerationManual(10thEdition).Tripreductioncreditsfor internalcaptureand/orpassͲbywereidentifiedbasedonthelatestversionoftheITEHandbook(3rd Edition).InternalcapturewasestimatedusingtheNCHRP684TripCaptureEstimationTool,as referencedintheITEHandbook.TheprojecttripgenerationisshowninTableA(attached).The NCHRP684TripCaptureEstimationToolworksheetsfora.m.andp.m.peakhoursarealsoattached. AsshowninTableA,theprojectof20,800sfofretailuse,251Ͳdwellingunitresidentialuse,120Ͳ roomhoteluse,and10Ͳscreenmovietheaterusewouldgenerate4,978averagedailytrips,164a.m. peakͲhourtrips(68inand96out),and323p.m.peakͲhourtrips(176inand147out). TripDistribution ProjectͲrelatedtripsweredistributedthroughthestudyareaintersectionsandinternalroadways basedonexpectedtravelpatternsbetweentheprojectsiteandlocalandregionaldestinations.LSA evaluatedthepreviouslyapprovedprojectfortheprojectsiteandotherlocalprojectswithinthe studyareatoassistintheoveralltripdistribution.Aseparatetripdistributionwaspreparedforthe residentialcomponent(apartmentsandhotel)andtheretailcomponent(retailandtheateruse). 12/12/19(P:\SHO1902\SOW\ScopingLetter.docx) 20ExecutivePark,Suite200,Irvine,California92614949.553.0666www.lsa.net 12/5/19 (P:\SHO1902\SOW\Scoping Letter.docx) 2 Figures 2 and 3 show the project trip distribution for the residential and retail components, respectively. Existing Traffic Counts The study area is comprised of 19 intersections, as shown in Figure 1. LSA has received intersection turn-movement counts (October 2018) from the City for 9 locations. LSA will obtain turn-movement counts for the remaining 10 intersections in the a.m. peak hour (7:00 to 9:00 a.m.) and p.m. peak hour (4:00 to 6:00 p.m.). LSA will also collect geometric and traffic control data at the study area intersections. Methodology The TIA will need to examine the following development scenarios: 1. Existing 2. Existing Plus Project 3. Project Opening Year (2021) 4. Project Opening Year Plus Project A future, near-term scenario corresponding to the project opening year (2021) will be analyzed. To develop the project opening year volumes, an ambient growth rate of 0.5 percent per year will be applied to existing counts. This growth rate was referenced from other traffic studies prepared in the City. LSA will confirm with the City the ambient growth rate for purposes of this analysis. To determine cumulative traffic conditions, LSA will request from the City Planning Departments for both Cypress and Los Alamitos a current list of approved and/or pending (committed) projects up to the project opening year. LSA will also request the TIAs and/or environmental documents for these projects to develop cumulative baseline traffic volumes. If these documents are not available, LSA staff will assign approved/pending project trips to the study area intersections utilizing the “manual method” of trip assignment. LSA will analyze the existing a.m. and p.m. peak-hour traffic conditions levels of service (LOS) for the study area intersections using the Intersection Capacity Utilization (ICU) methodology for signalized intersections and the Highway Capacity Manual (HCM) methodology for unsignalized intersections. The ICU calculations assume a per-lane capacity of 1,700 vehicles per hour (vph) with a clearance interval of 0.05. The appropriate Caltrans analysis methodology will be applied to study area freeway ramp intersections. Existing transit, bicycle, and pedestrian infrastructure and service will also be described and included in the existing setting analysis. The City of Cypress and the City of Los Alamitos LOS standard for intersection operation is LOS D, except at intersections along Congestion Management Program (CMP) Highway System (i.e., Katella Avenue and Valley View Street), where LOS E is acceptable. Based on the City of Cypress and City of Los Alamitos standards, a project traffic impact would be considered to be significant if the project causes an intersection operating at an acceptable LOS to deteriorate to an unacceptable LOS, or the 12/5/19 (P:\SHO1902\SOW\Scoping Letter.docx) 3 intersection is already operating at an unacceptable LOS and adds 0.01 or more to the peak hour ICU. LSA will analyze the existing plus project traffic conditions at the study area intersections to determine the ability of the circulation system to provide acceptable LOS when the project is added to existing conditions. The resulting existing plus project traffic volumes will be examined to determine peak-hour intersection LOS. Project impacts will be identified assuming existing roadway and intersection geometrics. LSA will analyze the project opening year plus project traffic conditions at the study area intersections to determine the ability of the circulation system to provide acceptable LOS when the project is added to near-term conditions. The resulting forecast traffic volumes will be examined to determine peak-hour intersection LOS. For all of the conditions, project impacts will be based on LOS significance criteria of the City of Cypress (for Cypress intersections) and the City of Los Alamitos (for Los Alamitos intersections). LSA will review project volumes at the primary access locations to determine the adequacy of the interface with the arterial street system. A CMP-level analysis is required should the project generate 2,400 or more ADT, or greater than 1,600 ADT directly onto the CMP Highway System (i.e., Katella Avenue and Valley View Street). LSA will evaluate the requirements of the CMP to confirm the study area analyzed in this traffic study. Two CMP monitoring locations are included within the study area (I-605 NB ramps/Katella and Valley View/Katella). As such, these locations will be evaluated against the LOS criteria set forth in the CMP to determine whether the project has any CMP impacts. Upon the City’s approval of this TIA Scope of Work, LSA will proceed with the TIA. Sincerely, LSA Associates, Inc. Ken Wilhelm Principal Attachments: Figure 1: Project Location and Study Area Intersections Table A: Project Trip Generation NCHRP 684 Trip Capture Estimation Tool – a.m. peak hour NCHRP 684 Trip Capture Estimation Tool – p.m. peak hour Figure 2: Project Trip Distribution – Residential Figure 3: Project Trip Distribution – Retail SOURCE Bing Maps:FEET300015000NFIGURE 1I:\SHO1902\G\Location&Ints.cdr (7/17/2019)Cypress City CenterProject Location andStudy Area Intersections#- Study Area Intersection- Project SiteLEGENDFarquhar AveFarquhar AveDenni StDenni StMoody StMoody StEnterprise DrEnterprise DrCottonwood WayCottonwood WayWinners CircleWinners CircleSiboney StSiboney St134526791011 12131415161781819 In Out Total In Out Total Shopping Center TSF 37.75 0.58 0.36 0.94 1.83 1.98 3.81 Multifamily Housing (Mid-Rise)du 5.44 0.09 0.27 0.36 0.27 0.17 0.44 Hotel rooms 8.36 0.28 0.19 0.47 0.31 0.29 0.60 Multiplex Movie Theater screens 220.00 ---7.00 6.73 13.73 Shopping Center 20.800 TSF 785 12 8 20 38 41 79 Multifamily Housing (Mid-Rise)251 du 1,365 23 67 90 68 42 110 Hotel 120 rooms 1,003 34 22 56 37 35 72 Multiplex Movie Theater 10 screens 2,200 0 0 0 70 67 137 Gross Trip Generation 5,353 69 97 166 213 185 398 Internal Capture Reduction2 (375)(1)(1)(2)(26)(26)(52) Shopping Center Pass-By Trip Reduction (PM-34%)3 0 0 0 0 (11)(12)(23) Net Trip Generation 4,978 68 96 164 176 147 323 1 Trip rates referenced from the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition (2017). Land Use Code 820 - Shopping Center Land Use Code 221 - Multifamily Housing (Mid-Rise) Land Use Code 310 - Hotel Land Use Code 445 - Multiplex Movie Theater has been used for PM trip rates. Multiplex Movie Theater rate was not available for daily. Land Use Code 444 - Movie Theater has been used for daily rate. The movie theater is assumed to be closed in the AM peak hour. 2 Internal capture referenced from NCHRP 684 Internal Trip Capture Estimation Tool (AM 1%, PM 13%). Internal capture for daily is the average of internal capture for AM and PM (7%). 3 Pass-by percentages are based on the ITE Trip Generation Handbook, 3rd Edition. ADT = average daily trips TSF = thousand square feet du = dwelling units Trip Rates1 Project Trip Generation Land Use Size Unit ADT AM Peak Hour PM Peak Hour Table A: Project Trip Generation Summary P:\SHO1902\Trip Generation\Table B - Project TG.xlsx\Modified Project (12/5/2019) Project Name:Organization: Project Location:Performed By: Scenario Description:Date: Analysis Year:Checked By: Analysis Period:Date: ITE LUCs1 Quantity Units Total Entering Exiting Office 0 Retail 20 12 8 Restaurant 0 Cinema/Entertainment 0 Residential 90 23 67 Hotel 56 34 22 All Other Land Uses2 0 166 69 97 Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office Retail Restaurant Cinema/Entertainment Residential Hotel All Other Land Uses2 Office Retail Restaurant Residential Hotel Office Retail Restaurant Cinema/Entertainment Residential Hotel Office Retail Restaurant Residential Hotel Office 0 0 0 0 Retail 0 0 0 0 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 Residential 0 1 0 0 Hotel 0 0 0 0 Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 166 69 97 Office N/A N/A Internal Capture Percentage 1%1%1%Retail 8%0% Restaurant N/A N/A External Vehicle-Trips5 164 68 96 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential 0%1% External Non-Motorized Trips6 0 0 0 Hotel 0%0% NCHRP 684 Internal Trip Capture Estimation Tool Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) 0 0 Cinema/Entertainment Development Data (For Information Only ) 0 0 0 Estimated Vehicle-Trips3 Land Use Shea Cypress Table 2-A: Mode Split and Vehicle Occupancy Estimates Table 4-A: Internal Person-Trip Origin-Destination Matrix* Destination (To)Origin (From) Origin (From)Destination (To) Cinema/Entertainment Land Use Entering Trips Exiting Trips Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance) Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use 2Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A. 1Land Use Codes (LUCs) from Trip Generation Manual , published by the Institute of Transportation Engineers. 6Person-Trips *Indicates computation that has been rounded to the nearest whole number. 3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ). 4Enter vehicle occupancy assumed in Table 1-A vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be made to Tables 5-A, 9-A (O and D). Enter transit, non-motorized percentages that will result with proposed mixed-use project complete. AM Street Peak Hour Project Name:Organization: Project Location:Performed By: Scenario Description:Date: Analysis Year:Checked By: Analysis Period:Date: ITE LUCs1 Quantity Units Total Entering Exiting Office 0 Retail 79 38 41 Restaurant 0 Cinema/Entertainment 137 70 67 Residential 110 68 42 Hotel 72 37 35 All Other Land Uses2 0 398 213 185 Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office Retail Restaurant Cinema/Entertainment Residential Hotel All Other Land Uses2 Office Retail Restaurant Residential Hotel Office Retail Restaurant Cinema/Entertainment Residential Hotel Office Retail Restaurant Residential Hotel Office 0 0 0 0 Retail 0 0 11 2 Restaurant 0 0 0 0 Cinema/Entertainment 0 2 0 3 0 Residential 0 4 0 1 Hotel 0 1 0 0 Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 398 213 185 Office N/A N/A Internal Capture Percentage 13%12%14%Retail 18%37% Restaurant N/A N/A External Vehicle-Trips5 346 187 159 Cinema/Entertainment 3%7% External Transit-Trips6 0 0 0 Residential 21%12% External Non-Motorized Trips6 0 0 0 Hotel 8%3% *Indicates computation that has been rounded to the nearest whole number. Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 PM Street Peak Hour Table 1-P: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Land Use Development Data (For Information Only )Estimated Vehicle-Trips3 Table 2-P: Mode Split and Vehicle Occupancy Estimates Land Use Entering Trips Exiting Trips NCHRP 684 Internal Trip Capture Estimation Tool Shea Cypress Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance) Origin (From)Destination (To) Cinema/Entertainment Table 4-P: Internal Person-Trip Origin-Destination Matrix* Origin (From)Destination (To) Cinema/Entertainment 0 2 0 0 0 Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use 4Enter vehicle occupancy assumed in Table 1-P vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be 6Person-Trips 1Land Use Codes (LUCs) from Trip Generation Manual , published by the Institute of Transportation Engineers. 2Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ). 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P. SOURCE Bing Maps:FEET300015000NFIGURE 2I:\SHO1902\G\Trip Dist-Residential.cdr (7/1/2019)Cypress City CenterProject Trip Distribution - Residential#- Study Area Intersection- Project SiteLEGENDFarquhar AveFarquhar AveDenni StDenni StMoody StMoody StEnterprise DrEnterprise DrCottonwood WayCottonwood WayWinners CircleWinners CircleSiboney StSiboney St- Project Trip Distribution PercentageXX%134526791011 1213141516819181720%10%10%10%5%10%5%5%15%10% SOURCE Bing Maps:FEET300015000NFIGURE 3I:\SHO1902\G\Trip Dist-Retail.cdr (7/1/2019)Cypress City CenterProject Trip Distribution - Retail#- Study Area Intersection- Project SiteLEGENDFarquhar AveFarquhar AveDenni StDenni StMoody StMoody StEnterprise DrEnterprise DrCottonwood WayCottonwood WayWinners CircleWinners CircleSiboney StSiboney St- Project Trip Distribution PercentageXX%134526791011 1213141516819181710%5%5%10%5%10%5%5%5%5%5%5%5%5%5%5%5% T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/06/19» APPENDIX B EXISTING TRAFFIC VOLUMES National Data & Surveying Services Intersection Turning Movement Count Location:Los Alamitos Blvd & Cerritos Ave City:Los Alamitos Project ID:19-01099-001 Control:Signalized Date: NS/EW Streets: 2 3 0 0 1 2 1 0 1 2 1 0 1 2 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 33 80 70 4 19 92 26 0 17 163 31 0 33 156 12 2 738 7:15 AM 44 150 111 6 21 181 18 0 38 192 29 0 49 151 26 2 1018 7:30 AM 35 202 80 7 32 215 21 2 60 205 16 0 75 187 61 5 1203 7:45 AM 44 165 68 3 22 254 24 0 26 201 44 0 63 212 36 4 1166 8:00 AM 36 104 76 3 17 103 27 0 6 202 40 0 49 156 15 0 834 8:15 AM 40 108 83 1 12 105 18 0 9 166 44 0 60 177 11 0 834 8:30 AM 29 98 69 4 15 132 23 0 9 149 40 0 50 163 17 0 798 8:45 AM 31 78 61 2 18 141 18 0 9 154 46 0 61 137 13 0 769 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :292 985 618 30 156 1223 175 2 174 1432 290 0 440 1339 191 13 7360 APPROACH %'s :15.17%51.17%32.10%1.56%10.03%78.60%11.25%0.13%9.18%75.53%15.30%0.00%22.19%67.52%9.63%0.66% PEAK HR :07:15 AM 38 37 44 07:30 AM TOTAL PEAK HR VOL :159 621 335 19 92 753 90 2 130 800 129 0 236 706 138 11 4221 PEAK HR FACTOR :0.903 0.769 0.755 0.679 0.719 0.741 0.833 0.250 0.542 0.976 0.733 0.000 0.787 0.833 0.566 0.550 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 2 3 0 0 1 2 1 0 1 2 1 0 1 2 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 63 195 79 2 19 147 13 0 40 145 50 0 72 153 29 1 1008 4:15 PM 60 207 80 3 20 133 10 0 22 169 38 1 56 186 29 2 1016 4:30 PM 51 168 78 2 20 133 20 2 29 162 46 0 62 200 28 0 1001 4:45 PM 56 196 75 5 20 144 17 1 35 207 34 1 70 193 16 1 1071 5:00 PM 67 222 107 5 23 139 15 0 34 183 47 0 71 207 36 1 1157 5:15 PM 73 187 107 4 19 136 22 0 23 202 46 0 78 212 39 1 1149 5:30 PM 45 198 120 6 21 123 12 0 36 209 38 0 73 186 24 1 1092 5:45 PM 52 192 124 2 26 141 9 2 35 160 40 0 78 164 29 1 1055 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :467 1565 770 29 168 1096 118 5 254 1437 339 2 560 1501 230 8 8549 APPROACH %'s :16.50%55.28%27.20%1.02%12.11%79.02%8.51%0.36%12.50%70.72%16.68%0.10%24.36%65.29%10.00%0.35% PEAK HR :04:45 PM 292 289 296 05:00 PM TOTAL PEAK HR VOL :241 803 409 20 83 542 66 1 128 801 165 1 292 798 115 4 4469 PEAK HR FACTOR :0.825 0.904 0.852 0.833 0.902 0.941 0.750 0.250 0.889 0.958 0.878 0.250 0.936 0.941 0.737 1.000 Cerritos Ave NORTHBOUND Cerritos Ave 0.832 WESTBOUND Los Alamitos Blvd Los Alamitos Blvd SOUTHBOUND 0.781 0.942 EASTBOUND EASTBOUNDPM AM 07:15 AM - 08:15 AM NORTHBOUND 0.875 5/15/2019 Total 0.9660.967 WESTBOUND 0.916 0.877 SOUTHBOUND 0.918 0.951 04:45 PM - 05:45 PM National Data & Surveying ServicesIntersection Turning Movement CountLocation:Bloomfield St & Cerritos AveCity:CypressProject ID:18-01205-021Control:SignalizedDate:NS/EW Streets:1200120012001200NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL7:00 AM54 31 17 0 24 88 66 0 13 165 57 0 37 241 11 08047:15 AM20 27 26 0 29 113 29 0 11 167 39 0 28 183 13 06857:30 AM29 74 46 0 44 163 22 0 3 191 32 0 48 180 31 08637:45 AM33 105 58 0 43 161 20 0 10 201 36 0 52 177 22 09188:00 AM29 65 41 0 32 133 25 0 11 194 21 0 34 174 10 07698:15 AM30 68 47 0 49 112 23 0 7 240 26 0 38 193 37 08708:30 AM33 49 55 0 57 120 22 0 11 196 18 0 35 208 39 08438:45 AM9 42 13 0 22 96 25 0 11 178 18 0 24 166 16 0620NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :237 461 303 0 300 986 232 0 77 1532 247 0 296 1522 179 0 6372APPROACH %'s :23.68% 46.05% 30.27% 0.00% 19.76% 64.95% 15.28% 0.00% 4.15% 82.54% 13.31% 0.00% 14.82% 76.21% 8.96% 0.00%PEAK HR :07:30 AM39 37 4407:45 AMTOTALPEAK HR VOL :121 312 192 0 168 569 90 0 31 826 115 0 172 724 100 0 3420PEAK HR FACTOR :0.917 0.743 0.828 0.000 0.857 0.873 0.900 0.000 0.705 0.860 0.799 0.000 0.827 0.938 0.676 0.000HeadersNBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU1200120012001200NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL4:00 PM28 100 32 0 10 67 23 0 29 260 30 0 20 208 37 08444:15 PM29 110 33 0 9 70 21 0 29 254 24 0 21 191 38 08294:30 PM26 97 21 0 27 64 25 0 49 250 36 0 30 237 35 08974:45 PM23 117 27 0 12 80 19 0 31 255 27 0 33 245 39 09085:00 PM32 140 44 0 15 76 35 0 28 296 20 0 18 276 38 010185:15 PM31 119 43 0 21 63 26 0 50 286 29 0 24 282 57 010315:30 PM22 138 44 0 13 66 19 0 50 267 28 0 23 252 43 09655:45 PM23 105 30 0 13 84 18 0 41 215 18 0 34 225 33 0839NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :214 926 274 0 120 570 186 0 307 2083 212 0 203 1916 320 0 7331APPROACH %'s :15.13% 65.49% 19.38% 0.00% 13.70% 65.07% 21.23% 0.00% 11.80% 80.05% 8.15% 0.00% 8.32% 78.56% 13.12% 0.00%PEAK HR :04:45 PM292 289 29605:15 PMTOTALPEAK HR VOL :108 514 158 0 61 285 99 0 159 1104 104 0 98 1055 177 0 3922PEAK HR FACTOR :0.844 0.918 0.898 0.000 0.726 0.891 0.707 0.000 0.795 0.932 0.897 0.000 0.742 0.935 0.776 0.00010/10/2018Total0.9510.936 WESTBOUND0.9160.931 SOUTHBOUND0.9030.88304:45 PM - 05:45 PMPMAM07:30 AM - 08:30 AM NORTHBOUND0.797 SOUTHBOUND0.9030.890 EASTBOUND EASTBOUNDCerritos Ave NORTHBOUNDCerritos Ave0.929 WESTBOUNDBloomfield StBloomfield St National Data & Surveying ServicesIntersection Turning Movement CountLocation:Denni St & Cerritos AveCity:CypressProject ID:18-01205-025Control:SignalizedDate:NS/EW Streets:0100111012101200NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL7:00 AM15 8 3 0 29 29 23 0 12 159 14 0 17 238 18 05657:15 AM6 15 10 0 45 32 28 0 6 187 7 0 26 204 41 06077:30 AM5 21 6 0 60 32 27 0 10 209 21 0 27 181 42 06417:45 AM5 10 15 0 76 43 30 0 16 236 21 0 32 221 41 07468:00 AM8 21 14 0 64 44 29 0 15 174 22 0 25 183 29 16298:15 AM5 27 14 0 39 34 42 0 21 226 22 1 27 208 25 06918:30 AM2 14 9 0 37 19 23 0 17 233 30 1 18 213 13 06298:45 AM79902116210111627021185131483NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :53 125 80 0 371 249 223 0 108 1586 144 2 193 1633 222 2 4991APPROACH %'s :20.54% 48.45% 31.01% 0.00% 44.01% 29.54% 26.45% 0.00% 5.87% 86.20% 7.83% 0.11% 9.41% 79.66% 10.83% 0.10%PEAK HR :07:30 AM39 37 4407:45 AMTOTALPEAK HR VOL :23 79 49 0 239 153 128 0 62 845 86 1 111 793 137 1 2707PEAK HR FACTOR :0.719 0.731 0.817 0.000 0.786 0.869 0.762 0.000 0.738 0.895 0.977 0.250 0.867 0.897 0.815 0.250HeadersNBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU0100111012101200NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL4:00 PM18 33 25 0 23 18 15 0 26 273 17 0 4 212 28 06924:15 PM11 46 28 0 20 16 18 0 26 256 17 0 9 173 52 06724:30 PM10 46 19 0 19 14 14 0 32 266 13 0 16 263 22 17354:45 PM16 45 19 0 24 17 22 0 24 270 5 0 13 265 56 07765:00 PM12 46 21 0 25 22 18 0 41 317 8 0 11 256 55 08325:15 PM18 54 11 0 23 21 16 0 28 307 15 0 13 303 59 08685:30 PM10 35 26 0 23 18 25 0 30 298 5 0 12 289 39 08105:45 PM8 51 18 0 22 23 14 0 31 214 10 0 18 238 30 0677NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :103 356 167 0 179 149 142 0 238 2201 90 0 96 1999 341 1 6062APPROACH %'s :16.45% 56.87% 26.68% 0.00% 38.09% 31.70% 30.21% 0.00% 9.41% 87.03% 3.56% 0.00% 3.94% 82.03% 13.99% 0.04%PEAK HR :04:45 PM292 289 29605:15 PMTOTALPEAK HR VOL :56 180 77 0 95 78 81 0 123 1192 33 0 49 1113 209 0 3286PEAK HR FACTOR :0.778 0.833 0.740 0.000 0.950 0.886 0.810 0.000 0.750 0.940 0.550 0.000 0.942 0.918 0.886 0.00010/10/2018Total0.9460.921 WESTBOUND0.9140.907 SOUTHBOUND0.9430.96204:45 PM - 05:45 PMPMAM07:30 AM - 08:30 AM NORTHBOUND0.821 SOUTHBOUND0.8720.910 EASTBOUND EASTBOUNDCerritos Ave NORTHBOUNDCerritos Ave0.886 WESTBOUNDDenni StDenni St National Data & Surveying ServicesIntersection Turning Movement CountLocation:Moody St & Cerritos AveCity:CypressProject ID:18-01205-023Control:SignalizedDate:NS/EW Streets:0.510.501.50.51012001200NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL7:00 AM000081043092000002382505967:15 AM00001231450182300002113906677:30 AM00001271480162700002226107457:45 AM00001861570203151002143708318:00 AM12101470561172501002223707358:15 AM40001200580172641001732606638:30 AM00001170460322390001882606488:45 AM010082052017200000173230548NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :5310983340511461968 3 0 0 1641 274 0 5433APPROACH %'s :55.56% 33.33% 11.11% 0.00% 70.62% 0.22% 29.09% 0.07% 6.90% 92.96% 0.14% 0.00% 0.00% 85.69% 14.31% 0.00%PEAK HR :07:15 AM38 37 4407:45 AMTOTALPEAK HR VOL :121058332061711065 2 0 0 869 174 0 2978PEAK HR FACTOR :0.250 0.250 0.250 0.000 0.784 0.750 0.904 0.250 0.888 0.845 0.500 0.000 0.000 0.979 0.713 0.000HeadersNBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU0.510.501.50.51012001200NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL4:00 PM2210510310522542002217906954:15 PM2000570320572570002168307044:30 PM01005804403926310027410007804:45 PM0000500370592640002627607485:00 PM10004703105630010034212108995:15 PM20007503905128200032212008915:30 PM0000780440582850003029908665:45 PM000061042046217100227960690NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :7310477030004182122 5 0 0 2166 774 0 6273APPROACH %'s :63.64% 27.27% 9.09% 0.00% 61.39% 0.00% 38.61% 0.00% 16.42% 83.38% 0.20% 0.00% 0.00% 73.67% 26.33% 0.00%PEAK HR :04:45 PM292 289 29605:00 PMTOTALPEAK HR VOL :3000250015102241131 1 0 0 1228 416 0 3404PEAK HR FACTOR :0.375 0.000 0.000 0.000 0.801 0.000 0.858 0.000 0.949 0.943 0.250 0.000 0.000 0.898 0.860 0.00010/10/2018Total0.9470.950 WESTBOUND0.8880.896 SOUTHBOUND0.3750.82204:45 PM - 05:45 PMPMAM07:15 AM - 08:15 AM NORTHBOUND0.250 SOUTHBOUND0.8130.847 EASTBOUND EASTBOUNDCerritos Ave NORTHBOUNDCerritos Ave0.921 WESTBOUNDMoody StMoody St National Data & Surveying ServicesIntersection Turning Movement CountLocation:Walker St & Cerritos AveCity:CypressProject ID:18-01205-007Control:SignalizedDate:NS/EW Streets:2210120013101210NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL7:00 AM28 28 9 0 21 121 7 0 2 195 75 0 17 209 15 07277:15 AM22 53 12 0 44 143 12 0 5 237 99 0 21 213 20 08817:30 AM20 80 13 0 36 178 14 0 2 268 104 0 31 242 42 010307:45 AM32 66 16 0 45 227 14 0 5 319 144 0 31 219 25 011438:00 AM36 50 12 0 47 190 20 0 5 285 136 0 29 192 19 010218:15 AM16 45 12 0 38 155 22 0 8 267 106 0 29 188 20 09068:30 AM31 65 14 0 30 123 11 0 10 233 101 0 27 163 25 08338:45 AM21 47 13 0 20 136 17 0 6 196 90 0 11 158 18 0733NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :206 434 101 0 281 1273 117 0 43 2000 855 0 196 1584 184 0 7274APPROACH %'s :27.80% 58.57% 13.63% 0.00% 16.82% 76.18% 7.00% 0.00% 1.48% 69.01% 29.50% 0.00% 9.98% 80.65% 9.37% 0.00%PEAK HR :07:30 AM39 37 4407:45 AMTOTALPEAK HR VOL :104 241 53 0 166 750 70 0 20 1139 490 0 120 841 106 0 4100PEAK HR FACTOR :0.722 0.753 0.828 0.000 0.883 0.826 0.795 0.000 0.625 0.893 0.851 0.000 0.968 0.869 0.631 0.000HeadersNBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU2210120013101210NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL4:00 PM85 151 37 0 27 112 4 0 19 239 62 0 18 219 41 010144:15 PM84 161 45 0 27 93 5 0 20 235 66 0 23 226 28 010134:30 PM126 167 35 0 31 121 16 0 6 245 55 0 18 224 32 010764:45 PM107 176 46 0 20 99 6 0 14 252 64 0 28 257 38 011075:00 PM137 201 48 0 28 111 9 0 31 273 53 0 16 297 48 012525:15 PM141 207 60 0 29 109 19 0 23 271 65 0 24 299 41 012885:30 PM117 153 59 0 29 130 12 0 27 272 55 0 25 271 30 011805:45 PM100 195 26 0 24 97 21 0 19 198 59 0 33 228 41 01041NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :897 1411 356 0 215 872 92 0 159 1985 479 0 185 2021 299 0 8971APPROACH %'s :33.67% 52.97% 13.36% 0.00% 18.24% 73.96% 7.80% 0.00% 6.06% 75.68% 18.26% 0.00% 7.39% 80.68% 11.94% 0.00%PEAK HR :04:45 PM292 289 29605:15 PMTOTALPEAK HR VOL :502 737 213 0 106 449 46 0 95 1068 237 0 93 1124 157 0 4827PEAK HR FACTOR :0.890 0.890 0.888 0.000 0.914 0.863 0.605 0.000 0.766 0.978 0.912 0.000 0.830 0.940 0.818 0.00010/10/2018Total0.9370.975 WESTBOUND0.9440.897 SOUTHBOUND0.8900.87904:45 PM - 05:45 PMPMAM07:30 AM - 08:30 AM NORTHBOUND0.873 SOUTHBOUND0.8620.881 EASTBOUND EASTBOUNDCerritos Ave NORTHBOUNDCerritos Ave0.847 WESTBOUNDWalker StWalker St National Data & Surveying ServicesIntersection Turning Movement CountLocation:Valley View St & Cerritos AveCity:CypressProject ID:18-01205-008Control:SignalizedDate:NS/EW Streets:1310131023102200NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL7:00 AM36 253 15 1 14 301 54 2 23 112 76 0 40 139 17 010837:15 AM34 330 13 0 26 300 58 3 21 165 97 0 30 196 43 013167:30 AM37 323 13 1 27 291 87 1 32 154 111 0 36 178 37 013287:45 AM41 288 4 0 28 328 69 0 16 176 134 0 61 195 44 013848:00 AM44 282 14 0 24 423 56 2 28 144 127 0 43 163 23 013738:15 AM50 274 11 0 34 358 57 2 16 164 100 0 38 154 20 012788:30 AM40 257 17 0 18 310 45 3 24 128 100 0 36 119 21 011188:45 AM41 301 16 0 11 273 40 0 27 97 68 0 19 128 16 01037NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :323 2308 103 2 182 2584 466 13 187 1140 813 0 303 1272 221 0 9917APPROACH %'s :11.81% 84.36% 3.76% 0.07% 5.61% 79.63% 14.36% 0.40% 8.74% 53.27% 37.99% 0.00% 16.87% 70.82% 12.31% 0.00%PEAK HR :07:15 AM38 37 4407:45 AMTOTALPEAK HR VOL :156 1223 44 1 105 1342 270 6 97 639 469 0 170 732 147 0 5401PEAK HR FACTOR :0.886 0.927 0.786 0.250 0.938 0.793 0.776 0.500 0.758 0.908 0.875 0.000 0.697 0.934 0.835 0.000HeadersNBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU1310131023102200NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL4:00 PM81 386 44 1 41 257 45 3 69 209 58 0 19 127 19 013594:15 PM79 398 39 0 33 285 49 2 49 167 62 0 17 138 28 013464:30 PM72 423 50 1 41 291 46 4 78 201 67 0 20 146 30 014704:45 PM95 489 57 0 34 247 62 3 59 194 63 0 26 151 34 015145:00 PM84 445 48 0 37 284 41 3 95 225 70 0 20 171 33 015565:15 PM90 491 59 1 31 236 47 4 78 224 78 0 34 173 34 015805:30 PM73 468 60 2 34 292 51 0 85 211 69 0 20 172 27 015645:45 PM85 494 40 0 32 263 48 4 58 169 49 0 22 130 41 01435NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :659 3594 397 5 283 2155 389 23 571 1600 516 0 178 1208 246 0 11824APPROACH %'s :14.16% 77.21% 8.53% 0.11% 9.93% 75.61% 13.65% 0.81% 21.25% 59.55% 19.20% 0.00% 10.91% 74.02% 15.07% 0.00%PEAK HR :04:45 PM292 289 29605:15 PMTOTALPEAK HR VOL :342 1893 224 3 136 1059 201 10 317 854 280 0 100 667 128 0 6214PEAK HR FACTOR :0.900 0.964 0.933 0.375 0.919 0.907 0.810 0.625 0.834 0.949 0.897 0.000 0.735 0.964 0.941 0.00010/10/2018Total0.9830.930 WESTBOUND0.9280.976 SOUTHBOUND0.9600.93204:45 PM - 05:45 PMPMAM07:15 AM - 08:15 AM NORTHBOUND0.944 SOUTHBOUND0.8530.924 EASTBOUND EASTBOUNDCerritos Ave NORTHBOUNDCerritos Ave0.874 WESTBOUNDValley View StValley View St National Data & Surveying Services Intersection Turning Movement Count Location:I-605 NB Ramp & Katella Ave City:Los Alamitos Project ID:19-01099-007 Control:Signalized Date: NS/EW Streets: 0 0 1 0 0 0 1 0 1 3 0 0 0 2.5 1.5 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 2 1 200 0 0 0 51 0 19 303 0 0 0 321 203 0 1100 7:15 AM 0 1 270 0 0 0 70 0 28 375 0 1 0 345 205 0 1295 7:30 AM 0 0 321 0 0 0 87 0 39 470 0 3 0 370 211 0 1501 7:45 AM 0 0 263 0 0 0 119 0 28 352 0 1 0 377 216 0 1356 8:00 AM 0 0 212 0 0 0 122 0 18 310 0 0 0 362 201 0 1225 8:15 AM 0 1 225 0 0 0 90 0 19 289 0 1 0 339 188 0 1152 8:30 AM 0 0 228 0 0 0 74 0 30 279 0 2 0 331 179 0 1123 8:45 AM 0 0 267 0 0 0 35 0 32 320 0 0 0 263 138 0 1055 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :2 3 1986 0 0 0 648 0 213 2698 0 8 0 2708 1541 0 9807 APPROACH %'s :0.10%0.15%99.75%0.00%0.00%0.00%100.00%0.00%7.30%92.43%0.00%0.27%0.00%63.73%36.27%0.00% PEAK HR :07:15 AM 38 37 44 07:30 AM TOTAL PEAK HR VOL :0 1 1066 0 0 0 398 0 113 1507 0 5 0 1454 833 0 5377 PEAK HR FACTOR :0.000 0.250 0.830 0.000 0.000 0.000 0.816 0.000 0.724 0.802 0.000 0.417 0.000 0.964 0.964 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 1 0 0 0 1 0 1 3 0 0 0 2.5 1.5 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 0 196 0 0 0 26 0 45 422 0 0 0 360 173 0 1222 4:15 PM 0 0 187 0 0 0 23 0 71 460 0 3 0 382 190 0 1316 4:30 PM 0 0 226 0 0 0 34 0 73 479 0 0 0 347 157 0 1316 4:45 PM 0 0 180 0 0 0 42 0 29 465 0 2 0 410 178 0 1306 5:00 PM 0 0 164 0 0 0 41 0 63 424 0 1 0 439 243 0 1375 5:15 PM 1 0 187 0 0 0 32 0 51 536 0 1 0 387 227 0 1422 5:30 PM 0 0 210 0 0 0 44 0 37 410 0 0 0 439 198 0 1338 5:45 PM 0 0 217 0 0 0 35 0 30 434 0 1 0 366 210 0 1293 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :1 0 1567 0 0 0 277 0 399 3630 0 8 0 3130 1576 0 10588 APPROACH %'s :0.06%0.00%99.94%0.00%0.00%0.00%100.00%0.00%9.88%89.92%0.00%0.20%0.00%66.51%33.49%0.00% PEAK HR :04:45 PM 292 289 296 05:15 PM TOTAL PEAK HR VOL :1 0 741 0 0 0 159 0 180 1835 0 4 0 1675 846 0 5441 PEAK HR FACTOR :0.250 0.000 0.882 0.000 0.000 0.000 0.903 0.000 0.714 0.856 0.000 0.500 0.000 0.954 0.870 0.000 5/15/2019 Total 0.9570.858 WESTBOUND 0.924 0.896 SOUTHBOUND 0.883 0.903 04:45 PM - 05:45 PM PM AM 07:15 AM - 08:15 AM NORTHBOUND 0.831 SOUTHBOUND 0.816 0.793 EASTBOUND EASTBOUND Katella Ave NORTHBOUND Katella Ave 0.964 WESTBOUND I-605 NB Ramp I-605 NB Ramp National Data & Surveying Services Intersection Turning Movement Count Location:Walnut St / Wallingsford Rd & Katella Ave City:Los Alamitos Project ID:19-01099-020 Control:Signalized Date: NS/EW Streets: 1.3 0.3 0.3 0 1 1 1 0 1 4 0 0 1 3 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 105 22 18 0 2 10 7 0 1 431 42 1 13 399 0 1 1052 7:15 AM 115 42 35 0 2 18 7 0 4 468 49 0 18 403 4 0 1165 7:30 AM 126 46 25 0 6 39 8 0 6 508 112 0 33 417 2 0 1328 7:45 AM 144 37 26 0 8 50 7 0 2 462 112 0 75 434 1 1 1359 8:00 AM 163 34 32 0 2 33 8 0 5 463 65 0 51 417 8 4 1285 8:15 AM 135 20 31 0 8 27 19 0 6 466 46 0 14 358 3 4 1137 8:30 AM 90 14 20 0 6 37 12 0 3 429 53 0 24 391 2 8 1089 8:45 AM 86 14 21 0 4 9 7 0 5 486 40 1 24 301 3 3 1004 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :964 229 208 0 38 223 75 0 32 3713 519 2 252 3120 23 21 9419 APPROACH %'s :68.81%16.35%14.85%0.00%11.31%66.37%22.32%0.00%0.75%87.04%12.17%0.05%7.38%91.33%0.67%0.61% PEAK HR :07:15 AM 38 37 44 07:45 AM TOTAL PEAK HR VOL :548 159 118 0 18 140 30 0 17 1901 338 0 177 1671 15 5 5137 PEAK HR FACTOR :0.840 0.864 0.843 0.000 0.563 0.700 0.938 0.000 0.708 0.936 0.754 0.000 0.590 0.963 0.469 0.313 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1.3 0.3 0.3 0 1 1 1 0 1 4 0 0 1 3 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 73 8 31 0 3 22 16 0 7 482 103 0 25 416 3 7 1196 4:15 PM 62 17 36 0 1 8 11 0 2 494 103 0 18 530 4 4 1290 4:30 PM 72 12 32 0 3 9 5 0 3 492 102 0 37 438 3 11 1219 4:45 PM 89 23 33 0 5 12 8 0 12 479 84 0 26 503 6 5 1285 5:00 PM 71 10 30 0 4 19 18 0 7 504 96 0 31 531 2 9 1332 5:15 PM 77 21 30 1 6 17 11 0 8 523 100 0 32 531 3 9 1369 5:30 PM 85 21 49 0 2 18 20 0 7 516 91 0 42 504 2 5 1362 5:45 PM 73 22 51 0 7 12 11 0 3 514 78 0 46 513 4 8 1342 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :602 134 292 1 31 117 100 0 49 4004 757 0 257 3966 27 58 10395 APPROACH %'s :58.50%13.02%28.38%0.10%12.50%47.18%40.32%0.00%1.02%83.24%15.74%0.00%5.97%92.06%0.63%1.35% PEAK HR :05:00 PM 293 289 296 05:15 PM TOTAL PEAK HR VOL :306 74 160 1 19 66 60 0 25 2057 365 0 151 2079 11 31 5405 PEAK HR FACTOR :0.900 0.841 0.784 0.250 0.679 0.868 0.750 0.000 0.781 0.983 0.913 0.000 0.821 0.979 0.688 0.861 5/15/2019 Total 0.9870.969 WESTBOUND 0.988 0.945 SOUTHBOUND 0.873 0.884 05:00 PM - 06:00 PM PM AM 07:15 AM - 08:15 AM NORTHBOUND 0.901 SOUTHBOUND 0.723 0.901 EASTBOUND EASTBOUND Katella Ave NORTHBOUND Katella Ave 0.914 WESTBOUND Walnut St / Wallingsford Rd Walnut St / Wallingsford Rd National Data & Surveying Services Intersection Turning Movement Count Location:Los Alamitos Blvd & Katella Ave City:Los Alamitos Project ID:19-01099-008 Control:Signalized Date: NS/EW Streets: 2 3 1 0 2 3 1 0 2 3 1 0 2 3 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 85 172 47 0 31 134 34 0 36 335 69 0 52 273 9 0 1277 7:15 AM 95 247 88 0 34 183 53 0 53 367 62 0 58 280 17 0 1537 7:30 AM 98 290 113 0 36 278 48 0 51 415 59 0 84 279 28 0 1779 7:45 AM 94 210 113 0 46 305 58 0 28 396 68 0 107 359 18 0 1802 8:00 AM 101 192 119 0 39 171 26 0 37 360 66 0 76 311 21 0 1519 8:15 AM 75 197 114 0 33 160 28 0 37 401 66 0 84 273 26 0 1494 8:30 AM 84 156 105 0 44 150 40 0 56 330 51 0 87 268 12 0 1383 8:45 AM 75 139 98 0 45 164 33 0 48 370 79 0 69 227 17 0 1364 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :707 1603 797 0 308 1545 320 0 346 2974 520 0 617 2270 148 0 12155 APPROACH %'s :22.76%51.59%25.65%0.00%14.17%71.10%14.73%0.00%9.01%77.45%13.54%0.00%20.33%74.79%4.88%0.00% PEAK HR :07:15 AM 38 37 44 07:45 AM TOTAL PEAK HR VOL :388 939 433 0 155 937 185 0 169 1538 255 0 325 1229 84 0 6637 PEAK HR FACTOR :0.960 0.809 0.910 0.000 0.842 0.768 0.797 0.000 0.797 0.927 0.938 0.000 0.759 0.856 0.750 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 2 3 1 0 2 3 1 0 2 3 1 0 2 3 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 100 200 94 0 19 233 48 0 53 330 93 0 84 320 21 0 1595 4:15 PM 104 182 86 0 34 213 51 0 53 353 110 0 92 364 36 0 1678 4:30 PM 119 211 86 0 36 214 38 0 59 337 107 0 91 337 46 0 1681 4:45 PM 88 219 93 0 35 198 54 0 63 376 116 0 61 403 20 0 1726 5:00 PM 128 208 85 0 32 257 62 0 54 336 114 0 71 368 27 0 1742 5:15 PM 104 227 100 0 37 222 49 0 68 352 114 0 64 383 25 0 1745 5:30 PM 122 198 89 0 31 259 53 0 74 362 124 0 88 385 21 0 1806 5:45 PM 102 245 92 0 37 227 55 0 59 388 141 0 79 378 22 0 1825 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :867 1690 725 0 261 1823 410 0 483 2834 919 0 630 2938 218 0 13798 APPROACH %'s :26.42%51.49%22.09%0.00%10.47%73.10%16.44%0.00%11.40%66.90%21.69%0.00%16.64%77.60%5.76%0.00% PEAK HR :05:00 PM 293 289 296 05:45 PM TOTAL PEAK HR VOL :456 878 366 0 137 965 219 0 255 1438 493 0 302 1514 95 0 7118 PEAK HR FACTOR :0.891 0.896 0.915 0.000 0.926 0.931 0.883 0.000 0.861 0.927 0.874 0.000 0.858 0.983 0.880 0.000 5/15/2019 Total 0.9750.929 WESTBOUND 0.967 0.921 SOUTHBOUND 0.968 0.941 05:00 PM - 06:00 PM PM AM 07:15 AM - 08:15 AM NORTHBOUND 0.878 SOUTHBOUND 0.781 0.934 EASTBOUND EASTBOUND Katella Ave NORTHBOUND Katella Ave 0.846 WESTBOUND Los Alamitos Blvd Los Alamitos Blvd National Data & Surveying Services Intersection Turning Movement Count Location:Bloomfield St & Katella Ave City:Los Alamitos Project ID:19-01099-009 Control:Signalized Date: NS/EW Streets: 1 1.5 0.5 0 1 1 1 0 1 3 0 0 1 3 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 14 27 4 0 24 18 57 0 33 346 9 0 8 278 26 0 844 7:15 AM 26 77 2 0 25 18 75 0 73 373 2 0 5 291 42 1 1010 7:30 AM 15 139 1 0 39 40 91 0 100 439 8 0 4 317 82 0 1275 7:45 AM 19 92 2 0 62 78 154 0 84 404 9 0 4 334 84 4 1330 8:00 AM 33 63 4 0 45 40 86 0 72 363 5 0 9 293 30 2 1045 8:15 AM 21 63 5 0 33 32 70 0 67 385 19 0 6 295 49 1 1046 8:30 AM 23 48 5 0 41 43 64 0 59 375 12 0 19 276 42 2 1009 8:45 AM 16 20 5 0 41 31 63 0 33 336 15 0 8 266 21 0 855 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :167 529 28 0 310 300 660 0 521 3021 79 0 63 2350 376 10 8414 APPROACH %'s :23.07%73.07%3.87%0.00%24.41%23.62%51.97%0.00%14.39%83.43%2.18%0.00%2.25%83.96%13.43%0.36% PEAK HR :07:30 AM 39 37 44 07:45 AM TOTAL PEAK HR VOL :88 357 12 0 179 190 401 0 323 1591 41 0 23 1239 245 7 4696 PEAK HR FACTOR :0.667 0.642 0.600 0.000 0.722 0.609 0.651 0.000 0.808 0.906 0.539 0.000 0.639 0.927 0.729 0.438 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 1.5 0.5 0 1 1 1 0 1 3 0 0 1 3 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 17 21 6 0 45 37 51 0 63 333 13 0 12 367 58 2 1025 4:15 PM 13 28 4 0 56 36 46 0 82 405 17 0 13 317 46 5 1068 4:30 PM 15 19 4 0 34 37 49 0 59 402 20 0 11 457 55 2 1164 4:45 PM 11 32 6 0 46 37 35 0 61 419 18 0 7 385 49 2 1108 5:00 PM 7 33 5 0 52 40 49 0 70 402 18 0 13 437 73 3 1202 5:15 PM 13 21 10 0 39 46 48 0 89 391 21 0 20 468 58 1 1225 5:30 PM 17 26 6 0 38 50 66 0 71 396 22 0 16 375 50 0 1133 5:45 PM 9 21 9 0 41 43 43 0 95 369 17 0 16 366 44 1 1074 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :102 201 50 0 351 326 387 0 590 3117 146 0 108 3172 433 16 8999 APPROACH %'s :28.90%56.94%14.16%0.00%32.99%30.64%36.37%0.00%15.31%80.90%3.79%0.00%2.90%85.06%11.61%0.43% PEAK HR :04:30 PM 291 289 296 05:15 PM TOTAL PEAK HR VOL :46 105 25 0 171 160 181 0 279 1614 77 0 51 1747 235 8 4699 PEAK HR FACTOR :0.767 0.795 0.625 0.000 0.822 0.870 0.923 0.000 0.784 0.963 0.917 0.000 0.638 0.933 0.805 0.667 5/15/2019 Total 0.9590.983 WESTBOUND 0.933 0.883 SOUTHBOUND 0.898 0.908 04:30 PM - 05:30 PM PM AM 07:30 AM - 08:30 AM NORTHBOUND 0.737 SOUTHBOUND 0.655 0.894 EASTBOUND EASTBOUND Katella Ave NORTHBOUND Katella Ave 0.888 WESTBOUND Bloomfield St Bloomfield St National Data & Surveying ServicesIntersection Turning Movement CountLocation:Lexington Dr & Katella AveCity:CypressProject ID:18-01205-026Control:SignalizedDate:NS/EW Streets:11101.500.5023101300NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL7:00 AM16 7 19 0 18 1 13 0 20 389 23 5 16 378 23 29307:15 AM24 10 33 0 20 1 29 0 19 419 19 1 20 351 19 19667:30 AM22 4 24 0 31 1 39 0 18 392 20 2 25 384 29 19927:45 AM19 11 43 0 33 4 39 0 33 444 33 3 30 376 24 310958:00 AM17 14 32 0 30 7 33 0 30 349 34 3 37 342 23 19528:15 AM27 11 26 0 35 4 33 0 32 359 26 2 25 360 21 19628:30 AM16 8 25 0 19 6 34 0 9 362 23 2 25 295 17 18428:45 AM11 6 27 0 9 2 12 0 20 308 23 2 40 291 15 2768NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :152 71 229 0 195 26 232 0 181 3022 201 20 218 2777 171 12 7507APPROACH %'s :33.63% 15.71% 50.66% 0.00% 43.05% 5.74% 51.21% 0.00% 5.29% 88.26% 5.87% 0.58% 6.86% 87.38% 5.38% 0.38%PEAK HR :07:15 AM38 37 4407:45 AMTOTALPEAK HR VOL :82 39 132 0 114 13 140 0 100 1604 106 9 112 1453 95 6 4005PEAK HR FACTOR :0.854 0.696 0.767 0.000 0.864 0.464 0.897 0.000 0.758 0.903 0.779 0.750 0.757 0.946 0.819 0.500HeadersNBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU11101.500.5023101300NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL4:00 PM21 13 53 0 45 3 24 0 25 404 15 0 26 369 20 110194:15 PM35 18 50 0 27 4 18 0 24 366 26 2 31 379 23 010034:30 PM30 13 56 0 33 2 28 0 20 395 18 1 40 431 19 210884:45 PM16 14 38 0 23 1 19 0 19 385 24 4 26 392 28 59945:00 PM21 16 32 0 37 4 29 0 30 382 12 2 18 449 27 110605:15 PM27 12 35 0 33 3 31 0 26 362 18 3 31 402 25 110095:30 PM17 17 53 0 16 4 20 0 26 439 17 0 25 411 31 010765:45 PM22 17 31 0 16 7 36 0 33 366 14 0 36 377 28 1984NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :189 120 348 0 230 28 205 0 203 3099 144 12 233 3210 201 11 8233APPROACH %'s :28.77% 18.26% 52.97% 0.00% 49.68% 6.05% 44.28% 0.00% 5.87% 89.62% 4.16% 0.35% 6.37% 87.82% 5.50% 0.30%PEAK HR :04:30 PM291 289 29604:30 PMTOTALPEAK HR VOL :94 55 161 0 126 10 107 0 95 1524 72 10 115 1674 99 9 4151PEAK HR FACTOR :0.783 0.859 0.719 0.000 0.851 0.625 0.863 0.000 0.792 0.965 0.750 0.625 0.719 0.932 0.884 0.45010/10/2018Total0.9540.980 WESTBOUND0.9580.914 SOUTHBOUND0.7830.86804:30 PM - 05:30 PMPMAM07:15 AM - 08:15 AM NORTHBOUND0.866 SOUTHBOUND0.8780.886 EASTBOUND EASTBOUNDKatella Ave NORTHBOUNDKatella Ave0.949 WESTBOUNDLexington DrLexington Dr National Data & Surveying Services Intersection Turning Movement Count Location:Cottonwood Way & Katella Ave City:Los Alamitos Project ID:19-01099-011 Control:Signalized Date: NS/EW Streets: 0 0 0 0 1.5 0 0.5 0 1 3 0 0 0 3 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 0 0 0 0 0 2 0 1 357 0 0 0 302 1 0 663 7:15 AM 0 0 0 0 2 0 0 0 0 400 1 0 0 347 3 0 753 7:30 AM 0 0 0 0 0 0 1 0 0 442 0 0 0 424 2 0 869 7:45 AM 0 0 0 0 2 0 0 0 2 414 1 2 0 383 1 0 805 8:00 AM 0 0 0 0 3 0 2 0 1 379 2 1 0 385 1 0 774 8:15 AM 0 0 0 0 4 0 1 0 0 374 0 2 0 315 1 0 697 8:30 AM 0 0 0 0 0 0 1 0 2 343 0 3 0 331 2 0 682 8:45 AM 0 0 0 0 2 0 1 0 1 342 2 6 0 298 1 0 653 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 0 0 0 13 0 8 0 7 3051 6 14 0 2785 12 0 5896 APPROACH %'s :61.90%0.00%38.10%0.00%0.23%99.12%0.19%0.45%0.00%99.57%0.43%0.00% PEAK HR :07:15 AM 38 37 44 07:30 AM TOTAL PEAK HR VOL :0 0 0 0 7 0 3 0 3 1635 4 3 0 1539 7 0 3201 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.583 0.000 0.375 0.000 0.375 0.925 0.500 0.375 0.000 0.907 0.583 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 1.5 0 0.5 0 1 3 0 0 0 3 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 0 1 0 7 0 0 0 1 429 3 8 0 406 0 0 855 4:15 PM 0 0 0 0 3 0 1 0 1 495 0 3 0 345 1 0 849 4:30 PM 0 0 0 0 3 0 2 0 3 467 0 6 0 453 4 0 938 4:45 PM 0 0 2 0 5 0 2 0 1 455 0 6 0 440 1 0 912 5:00 PM 0 0 0 0 5 0 5 0 3 492 0 3 0 540 2 0 1050 5:15 PM 0 0 1 0 1 0 0 0 4 422 0 2 0 464 1 0 895 5:30 PM 0 0 0 0 2 0 2 0 3 434 0 3 0 459 2 0 905 5:45 PM 0 0 1 0 1 0 3 0 5 407 0 1 0 421 4 0 843 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 0 5 0 27 0 15 0 21 3601 3 32 0 3528 15 0 7247 APPROACH %'s :0.00%0.00%100.00%0.00%64.29%0.00%35.71%0.00%0.57%98.47%0.08%0.88%0.00%99.58%0.42%0.00% PEAK HR :04:30 PM 291 289 296 05:00 PM TOTAL PEAK HR VOL :0 0 3 0 14 0 9 0 11 1836 0 17 0 1897 8 0 3795 PEAK HR FACTOR :0.000 0.000 0.375 0.000 0.700 0.000 0.450 0.000 0.688 0.933 0.000 0.708 0.000 0.878 0.500 0.000 Katella Ave NORTHBOUND Katella Ave 0.907 WESTBOUND Cottonwood Way Cottonwood Way SOUTHBOUND 0.500 0.930 EASTBOUND EASTBOUNDPM AM 07:15 AM - 08:15 AM NORTHBOUND 5/15/2019 Total 0.9040.936 WESTBOUND 0.879 0.921 SOUTHBOUND 0.375 0.575 04:30 PM - 05:30 PM National Data & Surveying ServicesIntersection Turning Movement CountLocation:Siboney St & Katella AveCity:CypressProject ID:18-01205-024Control:SignalizedDate:NS/EW Streets:10101.501.5023001310NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL7:00 AM90150902083947182411308787:15 AM911707020114448118400109197:30 AM1211407030154027166419419077:45 AM12 0 15 0 13 0 5 0 21 457 9 24 10 445 8 010198:00 AM103704060939413813395518688:15 AM308050501734661910416728448:30 AM90408060123817175322307748:45 AM717051708303151313305143702NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :71 6 87 0 58 1 36 0 101 3121 72 126 67 3113 45 7 6911APPROACH %'s :43.29% 3.66% 53.05% 0.00% 61.05% 1.05% 37.89% 0.00% 2.95% 91.26% 2.11% 3.68% 2.07% 96.32% 1.39% 0.22%PEAK HR :07:00 AM37 37 4407:45 AMTOTALPEAK HR VOL :42 2 61 0 36 0 12 0 55 1697 31 69 26 1675 16 1 3723PEAK HR FACTOR :0.875 0.500 0.897 0.000 0.692 0.000 0.600 0.000 0.655 0.928 0.861 0.719 0.650 0.941 0.500 0.250HeadersNBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU10101.501.5023001310NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL4:00 PM20 0 7 0 10 1 14 0 13 460 20 19 11 413 15 110044:15 PM12110029013010370917123561028514:30 PM13112021013015480524154749 210844:45 PM19015015113014429915234238 09845:00 PM271220211230 8413918114675 110275:15 PM23 2 9 0 18 1 15 0 13 379 9 22 16 461 16 09845:30 PM13213012121012460614134656 010385:45 PM142190131120 737431893667 0845NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :141 9 107 0 139 6 124 0 92 3365 70 147 110 3425 76 6 7817APPROACH %'s :54.86% 3.50% 41.63% 0.00% 51.67% 2.23% 46.10% 0.00% 2.50% 91.59% 1.91% 4.00% 3.04% 94.69% 2.10% 0.17%PEAK HR :04:30 PM291 289 29604:30 PMTOTALPEAK HR VOL :82 4 58 0 75 3 64 0 50 1701 32 79 65 1825 38 3 4079PEAK HR FACTOR :0.759 0.500 0.659 0.000 0.893 0.750 0.696 0.000 0.833 0.886 0.889 0.823 0.707 0.963 0.594 0.37510/10/2018Total0.9410.888 WESTBOUND0.9660.913 SOUTHBOUND0.7200.78904:30 PM - 05:30 PMPMAM07:00 AM - 08:00 AM NORTHBOUND0.972 SOUTHBOUND0.6670.906 EASTBOUND EASTBOUNDKatella Ave NORTHBOUNDKatella Ave0.928 WESTBOUNDSiboney StSiboney St National Data & Surveying Services Intersection Turning Movement Count Location:Winners Cir & Katella Ave City:Los Alamitos Project ID:19-01099-014 Control:Signalized Date: NS/EW Streets: 1 1 0 0 1 1 0 0 1 3 0 0 1 3 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 3 0 0 0 6 0 1 0 3 363 4 0 6 325 0 3 714 7:15 AM 0 0 1 0 0 0 0 0 5 370 7 0 6 317 1 1 708 7:30 AM 1 0 1 0 0 0 0 0 4 427 13 0 5 450 2 0 903 7:45 AM 1 1 0 0 2 0 0 0 6 391 18 0 17 414 0 2 852 8:00 AM 4 0 2 0 1 2 0 0 5 313 11 1 10 392 2 6 749 8:15 AM 3 0 3 0 1 0 2 0 5 347 15 0 17 321 2 6 722 8:30 AM 2 0 3 0 0 0 2 0 10 321 11 1 8 327 3 5 693 8:45 AM 2 0 2 0 0 0 1 0 5 302 10 1 6 300 2 3 634 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :16 1 12 0 10 2 6 0 43 2834 89 3 75 2846 12 26 5975 APPROACH %'s :55.17%3.45%41.38%0.00%55.56%11.11%33.33%0.00%1.45%95.45%3.00%0.10%2.53%96.18%0.41%0.88% PEAK HR :07:30 AM 39 37 44 07:30 AM TOTAL PEAK HR VOL :9 1 6 0 4 2 2 0 20 1478 57 1 49 1577 6 14 3226 PEAK HR FACTOR :0.563 0.250 0.500 0.000 0.500 0.250 0.250 0.000 0.833 0.865 0.792 0.250 0.721 0.876 0.750 0.583 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 1 0 0 1 1 0 0 1 3 0 0 1 3 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 18 1 7 0 6 0 11 0 28 400 3 1 2 395 5 4 881 4:15 PM 6 1 3 0 8 0 21 0 30 398 2 1 2 345 3 14 834 4:30 PM 13 0 4 0 10 1 11 0 35 467 1 1 2 400 1 9 955 4:45 PM 8 0 9 0 10 0 12 0 22 399 4 2 2 405 2 10 885 5:00 PM 24 0 19 0 7 0 8 0 22 493 3 2 1 507 2 10 1098 5:15 PM 5 1 11 0 8 0 11 0 32 396 1 0 1 427 2 6 901 5:30 PM 11 1 11 0 7 0 15 0 30 440 2 0 1 446 0 7 971 5:45 PM 6 0 6 0 5 0 14 0 37 383 0 0 1 390 1 15 858 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :91 4 70 0 61 1 103 0 236 3376 16 7 12 3315 16 75 7383 APPROACH %'s :55.15%2.42%42.42%0.00%36.97%0.61%62.42%0.00%6.49%92.87%0.44%0.19%0.35%96.99%0.47%2.19% PEAK HR :04:45 PM 292 289 296 05:00 PM TOTAL PEAK HR VOL :48 2 50 0 32 0 46 0 106 1728 10 4 5 1785 6 33 3855 PEAK HR FACTOR :0.500 0.500 0.658 0.000 0.800 0.000 0.767 0.000 0.828 0.876 0.625 0.500 0.625 0.880 0.750 0.825 Katella Ave NORTHBOUND Katella Ave 0.900 WESTBOUND Winners Cir Winners Cir SOUTHBOUND 0.667 0.876 EASTBOUND EASTBOUNDPM AM 07:30 AM - 08:30 AM NORTHBOUND 0.667 5/15/2019 Total 0.8780.888 WESTBOUND 0.879 0.893 SOUTHBOUND 0.581 0.886 04:45 PM - 05:45 PM National Data & Surveying ServicesIntersection Turning Movement CountLocation:Walker St & Katella AveCity:CypressProject ID:18-01205-009Control:SignalizedDate:NS/EW Streets:0.510.501.50.52023001310NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL7:00 AM001013522503235722044757110617:15 AM000019713604539832134878111107:30 AM2000176334043387314423100111777:45 AM000024045306539944238998112598:00 AM100017734905234243140889211318:15 AM202017225705328626139071010448:30 AM11001140490593152402857909098:45 AM1020123061039250410305612849NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :71501334 15 364 0 388 2734 24 23 9 2995 633 8 8540APPROACH %'s :53.85% 7.69% 38.46% 0.00% 77.88% 0.88% 21.25% 0.00% 12.24% 86.27% 0.76% 0.73% 0.25% 82.17% 17.37% 0.22%PEAK HR :07:15 AM38 37 4407:45 AMTOTALPEAK HR VOL :30007901117202051526 14 10 8 1568 365 5 4677PEAK HR FACTOR :0.375 0.000 0.000 0.000 0.823 0.688 0.811 0.000 0.788 0.956 0.875 0.625 0.500 0.927 0.913 0.625HeadersNBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU0.510.501.50.52023001310NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL4:00 PM4310107141069385060387135011394:15 PM4030131049061327020340108010254:30 PM18 4 1 1 129 0 47 0 79 459 1 10 0 477 148 013744:45 PM2400137044060373130359141011245:00 PM3130163155090400280478164013685:15 PM4600167067053368190412149012365:30 PM32001490600754311110428135012955:45 PM340013305604536009034810811067NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :41 24 8 1 1116 2 419 0 532 3103 6 58 0 3229 1088 1 9628APPROACH %'s :55.41% 32.43% 10.81% 1.35% 72.61% 0.13% 27.26% 0.00% 14.38% 83.89% 0.16% 1.57% 0.00% 74.78% 25.20% 0.02%PEAK HR :04:30 PM291 289 29604:30 PMTOTALPEAK HR VOL :27 15 4 1 596 1 213 0 282 1600 5 30 0 1726 602 0 5102PEAK HR FACTOR :0.375 0.625 0.333 0.250 0.892 0.250 0.795 0.000 0.783 0.871 0.625 0.750 0.000 0.903 0.918 0.00010/10/2018Total0.9280.873 WESTBOUND0.9070.929 SOUTHBOUND0.4900.86504:30 PM - 05:30 PMPMAM07:15 AM - 08:15 AM NORTHBOUND0.375 SOUTHBOUND0.8190.930 EASTBOUND EASTBOUNDKatella Ave NORTHBOUNDKatella Ave0.921 WESTBOUNDWalker StWalker St National Data & Surveying ServicesIntersection Turning Movement CountLocation:Valley View St & Katella AveCity:CypressProject ID:18-01205-010Control:SignalizedDate:NS/EW Streets:3310231023102310NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL7:00 AM231 331 37 0 48 247 49 1 39 225 140 0 26 227 21 016227:15 AM184 358 58 0 26 270 52 0 56 291 184 0 36 261 42 018187:30 AM202 368 57 1 49 249 57 1 59 209 179 0 52 324 45 118537:45 AM205 345 73 0 50 236 50 4 69 272 173 0 52 341 21 118928:00 AM230 427 84 0 54 332 48 2 50 184 153 0 58 248 32 219048:15 AM209 306 66 0 53 269 53 0 41 195 147 1 57 280 20 216998:30 AM184 332 63 0 29 268 47 0 43 159 131 0 28 166 35 214878:45 AM176 295 60 1 43 199 49 0 50 164 117 1 28 179 36 11399NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :1621 2762 498 2 352 2070 405 8 407 1699 1224 2 337 2026 252 9 13674APPROACH %'s :33.20% 56.56% 10.20% 0.04% 12.42% 73.02% 14.29% 0.28% 12.21% 50.99% 36.73% 0.06% 12.84% 77.21% 9.60% 0.34%PEAK HR :07:15 AM38 37 4408:00 AMTOTALPEAK HR VOL :821 1498 272 1 179 1087 207 7 234 956 689 0 198 1174 140 4 7467PEAK HR FACTOR :0.892 0.877 0.810 0.250 0.829 0.819 0.908 0.438 0.848 0.821 0.936 0.000 0.853 0.861 0.778 0.500HeadersNBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU3310231023102310NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL4:00 PM145 323 36 3 53 302 61 0 61 245 232 0 63 212 50 117874:15 PM154 340 45 3 39 296 50 1 66 209 204 1 49 206 39 217044:30 PM160 387 51 1 75 343 56 1 68 248 269 1 65 271 52 120494:45 PM160 363 36 1 33 296 43 0 76 276 228 2 73 224 57 118695:00 PM164 382 54 7 66 397 73 2 49 259 268 1 90 272 58 121435:15 PM170 342 35 2 50 315 58 1 48 280 240 1 94 231 50 019175:30 PM159 420 62 5 59 351 55 0 56 280 229 4 61 235 43 120205:45 PM165 423 48 3 47 242 50 0 52 261 195 4 63 226 49 01828NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :1277 2980 367 25 422 2542 446 5 476 2058 1865 14 558 1877 398 7 15317APPROACH %'s :27.47% 64.10% 7.89% 0.54% 12.36% 74.44% 13.06% 0.15% 10.79% 46.63% 42.26% 0.32% 19.65% 66.09% 14.01% 0.25%PEAK HR :04:30 PM291 289 29605:00 PMTOTALPEAK HR VOL :654 1474 176 11 224 1351 230 4 241 1063 1005 5 322 998 217 3 7978PEAK HR FACTOR :0.962 0.952 0.815 0.393 0.747 0.851 0.788 0.500 0.793 0.949 0.934 0.625 0.856 0.917 0.935 0.75010/10/2018Total0.9310.987 WESTBOUND0.9140.980 SOUTHBOUND0.9530.84104:30 PM - 05:30 PMPMAM07:15 AM - 08:15 AM NORTHBOUND0.874 SOUTHBOUND0.8490.885 EASTBOUND EASTBOUNDKatella Ave NORTHBOUNDKatella Ave0.898 WESTBOUNDValley View StValley View St National Data & Surveying Services Intersection Turning Movement Count Location:Valley View St & Orangewood Ave City:Cypress Project ID:19-01099-019 Control:Signalized Date: NS/EW Streets: 1 3 0 0 2 3 1 0 1 2 0 0 1 0.5 1.5 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 5 379 11 0 46 415 17 0 33 5 2 0 16 3 118 0 1050 7:15 AM 1 470 14 0 52 357 2 1 34 9 3 0 13 4 145 0 1105 7:30 AM 1 525 14 0 67 453 9 1 34 10 3 0 24 3 151 0 1295 7:45 AM 4 506 22 0 60 425 9 0 32 14 8 0 30 7 166 0 1283 8:00 AM 2 543 15 0 61 452 14 1 33 10 3 0 27 5 103 0 1269 8:15 AM 3 453 12 0 63 381 15 0 33 6 6 0 22 7 142 0 1143 8:30 AM 7 480 18 0 42 355 6 0 32 4 6 0 16 4 112 0 1082 8:45 AM 10 400 10 1 45 280 16 0 20 8 5 0 19 4 100 0 918 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :33 3756 116 1 436 3118 88 3 251 66 36 0 167 37 1037 0 9145 APPROACH %'s :0.84%96.16%2.97%0.03%11.96%85.54%2.41%0.08%71.10%18.70%10.20%0.00%13.46%2.98%83.56%0.00% PEAK HR :07:30 AM 39 37 44 07:30 AM TOTAL PEAK HR VOL :10 2027 63 0 251 1711 47 2 132 40 20 0 103 22 562 0 4990 PEAK HR FACTOR :0.625 0.933 0.716 0.000 0.937 0.944 0.783 0.500 0.971 0.714 0.625 0.000 0.858 0.786 0.846 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 3 0 0 2 3 1 0 1 2 0 0 1 0.5 1.5 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 3 454 16 3 102 526 15 0 23 3 1 0 14 3 94 0 1257 4:15 PM 5 450 26 0 112 482 26 2 22 13 4 0 18 8 113 0 1281 4:30 PM 2 442 20 0 143 573 44 0 19 4 3 0 23 4 117 0 1394 4:45 PM 5 478 25 1 130 463 24 0 25 10 7 0 22 9 117 0 1316 5:00 PM 1 523 24 1 164 625 38 1 26 7 5 0 20 5 100 0 1540 5:15 PM 9 448 28 1 146 475 31 0 31 7 5 0 21 9 120 0 1331 5:30 PM 1 476 23 0 137 541 43 1 30 13 5 0 24 19 108 0 1421 5:45 PM 8 465 29 1 132 454 29 1 36 10 11 0 19 16 98 0 1309 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :34 3736 191 7 1066 4139 250 5 212 67 41 0 161 73 867 0 10849 APPROACH %'s :0.86%94.15%4.81%0.18%19.52%75.81%4.58%0.09%66.25%20.94%12.81%0.00%14.62%6.63%78.75%0.00% PEAK HR :04:45 PM 292 289 296 05:00 PM TOTAL PEAK HR VOL :16 1925 100 3 577 2104 136 2 112 37 22 0 87 42 445 0 5608 PEAK HR FACTOR :0.444 0.920 0.893 0.750 0.880 0.842 0.791 0.500 0.903 0.712 0.786 0.000 0.906 0.553 0.927 0.000 5/15/2019 Total 0.9100.891 WESTBOUND 0.950 0.963 SOUTHBOUND 0.931 0.851 04:45 PM - 05:45 PM PM AM 07:30 AM - 08:30 AM NORTHBOUND 0.938 SOUTHBOUND 0.949 0.889 EASTBOUND EASTBOUND Orangewood Ave NORTHBOUND Orangewood Ave 0.846 WESTBOUND Valley View St Valley View St National Data & Surveying Services Intersection Turning Movement Count Location:Lexington Dr & Farquhar Ave City:Los Alamitos Project ID:19-01099-018 Control:3-Way Stop(NB/SB/EB)Date: NS/EW Streets: 1 1 0 0 0 2 1 0 0 1 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 4 6 0 0 0 36 8 0 7 0 22 0 0 0 0 0 83 7:15 AM 3 10 0 0 0 38 14 0 7 0 18 0 0 0 0 0 90 7:30 AM 2 20 0 0 0 36 30 0 12 0 11 0 0 0 0 0 111 7:45 AM 3 18 0 0 0 61 18 0 24 0 31 0 0 0 0 0 155 8:00 AM 1 16 0 0 0 74 15 0 17 0 23 0 0 0 0 0 146 8:15 AM 4 15 0 0 0 46 11 0 24 0 19 0 0 0 0 0 119 8:30 AM 3 13 0 0 0 48 6 0 13 0 19 0 0 0 0 0 102 8:45 AM 2 12 0 0 0 47 6 0 9 0 18 0 0 0 0 0 94 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :22 110 0 0 0 386 108 0 113 0 161 0 0 0 0 0 900 APPROACH %'s :16.67%83.33%0.00%0.00%0.00%78.14%21.86%0.00%41.24%0.00%58.76%0.00% PEAK HR :07:30 AM 39 37 44 07:45 AM TOTAL PEAK HR VOL :10 69 0 0 0 217 74 0 77 0 84 0 0 0 0 0 531 PEAK HR FACTOR :0.625 0.863 0.000 0.000 0.000 0.733 0.617 0.000 0.802 0.000 0.677 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 1 0 0 0 2 1 0 0 1 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 22 60 0 0 0 20 22 0 24 0 7 0 0 0 0 0 155 4:15 PM 19 69 0 0 0 19 22 0 21 0 12 0 0 0 0 0 162 4:30 PM 25 71 0 0 0 21 25 0 18 0 10 0 0 0 0 0 170 4:45 PM 25 43 0 0 0 10 28 0 26 0 6 0 0 0 0 0 138 5:00 PM 14 53 0 0 0 13 25 0 25 0 9 0 0 0 0 0 139 5:15 PM 9 29 0 0 0 8 24 0 21 0 4 0 0 0 0 0 95 5:30 PM 14 46 0 0 0 12 38 0 24 0 4 0 0 0 0 0 138 5:45 PM 10 31 0 0 0 10 25 0 24 0 3 0 0 0 0 0 103 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :138 402 0 0 0 113 209 0 183 0 55 0 0 0 0 0 1100 APPROACH %'s :25.56%74.44%0.00%0.00%0.00%35.09%64.91%0.00%76.89%0.00%23.11%0.00% PEAK HR :04:00 PM 289 289 296 04:30 PM TOTAL PEAK HR VOL :91 243 0 0 0 70 97 0 89 0 35 0 0 0 0 0 625 PEAK HR FACTOR :0.910 0.856 0.000 0.000 0.000 0.833 0.866 0.000 0.856 0.000 0.729 0.000 0.000 0.000 0.000 0.000 5/15/2019 Total 0.9190.939 WESTBOUND 0.856 SOUTHBOUND 0.870 0.908 04:00 PM - 05:00 PM PM AM 07:30 AM - 08:30 AM NORTHBOUND 0.898 SOUTHBOUND 0.817 0.732 EASTBOUND EASTBOUND Farquhar Ave NORTHBOUND Farquhar Ave WESTBOUND Lexington Dr Lexington Dr National Data & Surveying Services Intersection Turning Movement Count Location:Los Alamitos Blvd & Farquhar Ave City:Los Alamitos Project ID:19-01099-017 Control:Signalized Date: NS/EW Streets: 0 3 0 0 1 3 0 0 0 0 0 0 1.5 0 0.5 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 257 24 0 25 194 0 0 0 0 0 0 38 0 25 0 563 7:15 AM 0 398 27 0 13 256 0 0 0 0 0 0 46 0 25 0 765 7:30 AM 0 477 31 0 30 330 0 0 0 0 0 0 100 0 21 0 989 7:45 AM 0 421 65 0 33 382 0 0 0 0 0 0 107 0 38 0 1046 8:00 AM 0 416 43 0 46 256 0 0 0 0 0 0 62 0 22 0 845 8:15 AM 0 377 38 0 29 243 0 0 0 0 0 0 56 0 17 0 760 8:30 AM 0 344 37 0 20 235 0 0 0 0 0 0 46 0 22 0 704 8:45 AM 0 321 28 0 19 255 0 0 0 0 0 0 54 0 15 0 692 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 3011 293 0 215 2151 0 0 0 0 0 0 509 0 185 0 6364 APPROACH %'s :0.00%91.13%8.87%0.00%9.09%90.91%0.00%0.00%73.34%0.00%26.66%0.00% PEAK HR :07:15 AM 38 37 44 07:45 AM TOTAL PEAK HR VOL :0 1712 166 0 122 1224 0 0 0 0 0 0 315 0 106 0 3645 PEAK HR FACTOR :0.000 0.897 0.638 0.000 0.663 0.801 0.000 0.000 0.000 0.000 0.000 0.000 0.736 0.000 0.697 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 3 0 0 1 3 0 0 0 0 0 0 1.5 0 0.5 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 368 45 0 28 401 0 0 0 0 0 0 105 0 39 0 986 4:15 PM 0 329 50 0 35 342 0 0 0 0 0 0 123 0 33 0 912 4:30 PM 0 364 54 0 34 334 0 0 0 0 0 0 88 0 35 0 909 4:45 PM 0 402 42 0 31 318 0 0 0 0 0 0 98 0 32 0 923 5:00 PM 0 384 41 0 30 361 0 0 0 0 0 0 108 0 38 0 962 5:15 PM 0 418 42 0 33 368 0 0 0 0 0 0 102 0 23 0 986 5:30 PM 0 358 46 0 29 372 0 0 0 0 0 0 88 0 39 0 932 5:45 PM 0 394 36 0 37 386 0 0 0 0 0 0 94 0 36 0 983 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 3017 356 0 257 2882 0 0 0 0 0 0 806 0 275 0 7593 APPROACH %'s :0.00%89.45%10.55%0.00%8.19%91.81%0.00%0.00%74.56%0.00%25.44%0.00% PEAK HR :05:00 PM 293 289 296 05:15 PM TOTAL PEAK HR VOL :0 1554 165 0 129 1487 0 0 0 0 0 0 392 0 136 0 3863 PEAK HR FACTOR :0.000 0.929 0.897 0.000 0.872 0.963 0.000 0.000 0.000 0.000 0.000 0.000 0.907 0.000 0.872 0.000 5/15/2019 Total 0.979 WESTBOUND 0.904 0.871 SOUTHBOUND 0.934 0.955 05:00 PM - 06:00 PM PM AM 07:15 AM - 08:15 AM NORTHBOUND 0.924 SOUTHBOUND 0.811 EASTBOUND EASTBOUND Farquhar Ave NORTHBOUND Farquhar Ave 0.726 WESTBOUND Los Alamitos Blvd Los Alamitos Blvd T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/06/19» APPENDIX C ICU WORKSHEETS Existing AM Tue Jul 2, 2019 08:33:49 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 Los Alamitos/Cerritos C xxxxx 0.704 C xxxxx 0.704 + 0.000 V/C # 2 Bloomfield/Cerritos B xxxxx 0.693 B xxxxx 0.693 + 0.000 V/C # 3 Denni/Cerritos A xxxxx 0.594 A xxxxx 0.594 + 0.000 V/C # 4 Moody/Cerritos A xxxxx 0.572 A xxxxx 0.572 + 0.000 V/C # 5 Walker/Cerritos B xxxxx 0.681 B xxxxx 0.681 + 0.000 V/C # 6 Valleyview/Cerritos C xxxxx 0.731 C xxxxx 0.731 + 0.000 V/C # 7 I-605 NB Ramps/Katella A xxxxx 0.493 A xxxxx 0.493 + 0.000 V/C # 8 Walnut-Wallingsford/Katella D xxxxx 0.811 D xxxxx 0.811 + 0.000 V/C # 9 Los Alamitos/Katella C xxxxx 0.745 C xxxxx 0.745 + 0.000 V/C # 10 Bloomfield/Katella D xxxxx 0.819 D xxxxx 0.819 + 0.000 V/C # 11 Lexington/Katella A xxxxx 0.579 A xxxxx 0.579 + 0.000 V/C # 12 Cottonwood/Katella A xxxxx 0.371 A xxxxx 0.371 + 0.000 V/C # 13 Siboney/Katella A xxxxx 0.461 A xxxxx 0.461 + 0.000 V/C # 14 Winners/Katella A xxxxx 0.396 A xxxxx 0.396 + 0.000 V/C # 15 Walker/Katella B xxxxx 0.658 B xxxxx 0.658 + 0.000 V/C # 16 Valleyview/Katella C xxxxx 0.723 C xxxxx 0.723 + 0.000 V/C # 17 Valleyview/Orangewood C xxxxx 0.784 C xxxxx 0.784 + 0.000 V/C # 19 Los Alamitos/Fraquhar B xxxxx 0.614 B xxxxx 0.614 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jul 2, 2019 08:33:49 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Los Alamitos/Cerritos ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.704 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 38 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 178 621 335 94 753 90 130 800 129 247 706 138 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 178 621 335 94 753 90 130 800 129 247 706 138 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 178 621 335 94 753 90 130 800 129 247 706 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 178 621 335 94 753 90 130 800 129 247 706 138 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 178 621 335 94 753 90 130 800 129 247 706 138 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3400 3400 1700 1700 3400 1700 1700 3400 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.18 0.20 0.06 0.22 0.05 0.08 0.24 0.08 0.15 0.21 0.08 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jul 2, 2019 08:33:50 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Bloomfield/Cerritos ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.693 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 121 312 192 168 569 90 31 826 115 172 724 100 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 121 312 192 168 569 90 31 826 115 172 724 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 121 312 192 168 569 90 31 826 115 172 724 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 121 312 192 168 569 90 31 826 115 172 724 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 121 312 192 168 569 90 31 826 115 172 724 100 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.24 0.76 1.00 1.73 0.27 1.00 1.76 0.24 1.00 1.76 0.24 Final Sat.: 1700 2105 1295 1700 2936 464 1700 2984 416 1700 2987 413 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.15 0.15 0.10 0.19 0.19 0.02 0.28 0.28 0.10 0.24 0.24 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jul 2, 2019 08:33:50 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Denni/Cerritos ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.594 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 28 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 23 79 49 239 153 128 63 845 86 112 793 137 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 23 79 49 239 153 128 63 845 86 112 793 137 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 23 79 49 239 153 128 63 845 86 112 793 137 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 23 79 49 239 153 128 63 845 86 112 793 137 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 23 79 49 239 153 128 63 845 86 112 793 137 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.15 0.53 0.32 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.71 0.29 Final Sat.: 259 889 552 1700 1700 1700 1700 3400 1700 1700 2899 501 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.09 0.09 0.14 0.09 0.08 0.04 0.25 0.05 0.07 0.27 0.27 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jul 2, 2019 08:33:50 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Moody/Cerritos ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.572 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 27 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 1 0 1 1 0 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 1 2 1 583 3 206 71 1065 2 0 869 174 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 2 1 583 3 206 71 1065 2 0 869 174 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 2 1 583 3 206 71 1065 2 0 869 174 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 2 1 583 3 206 71 1065 2 0 869 174 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 2 1 583 3 206 71 1065 2 0 869 174 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.50 1.00 0.50 1.99 0.01 1.00 1.00 1.99 0.01 1.00 1.67 0.33 Final Sat.: 850 1700 850 3383 17 1700 1700 3394 6 1700 2833 567 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.17 0.17 0.12 0.04 0.31 0.31 0.00 0.31 0.31 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jul 2, 2019 08:33:50 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Walker/Cerritos ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.681 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 35 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 0 1 1 0 1 1 0 1 0 3 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 104 241 53 166 750 70 20 1139 490 120 841 106 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 104 241 53 166 750 70 20 1139 490 120 841 106 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 104 241 53 166 750 70 20 1139 490 120 841 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 104 241 53 166 750 70 20 1139 490 120 841 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 104 241 53 166 750 70 20 1139 490 120 841 106 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 1.83 0.17 1.00 3.00 1.00 1.00 2.00 1.00 Final Sat.: 3400 3400 1700 1700 3110 290 1700 5100 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.07 0.03 0.10 0.24 0.24 0.01 0.22 0.29 0.07 0.25 0.06 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jul 2, 2019 08:33:50 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Valleyview/Cerritos ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.731 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 41 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 2 0 3 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 157 1223 44 111 1342 270 97 639 469 170 732 147 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 157 1223 44 111 1342 270 97 639 469 170 732 147 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 157 1223 44 111 1342 270 97 639 469 170 732 147 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 157 1223 44 111 1342 270 97 639 469 170 732 147 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 157 1223 44 111 1342 270 97 639 469 170 732 147 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 2.00 1.67 0.33 Final Sat.: 1700 5100 1700 1700 5100 1700 3400 5100 1700 3400 2831 569 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.24 0.03 0.07 0.26 0.16 0.03 0.13 0.28 0.05 0.26 0.26 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jul 2, 2019 08:33:50 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #7 I-605 NB Ramps/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.493 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 23 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ignore Ignore Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 1 0 0 0 0 1 1 0 2 0 0 0 0 2 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 1067 0 0 398 118 1507 0 0 1454 833 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 1067 0 0 398 118 1507 0 0 1454 833 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 0 0 0 118 1507 0 0 1454 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 118 1507 0 0 1454 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 0 0 0 118 1507 0 0 1454 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 1.00 0.00 0.00 1.00 1.00 2.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 1700 0 0 1700 1700 3400 0 0 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.44 0.00 0.00 0.29 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jul 2, 2019 08:33:50 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #8 Walnut-Wallingsford/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.811 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 54 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1! 0 0 1 0 1 0 1 1 0 3 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 548 159 118 18 140 30 17 1901 338 182 1671 15 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 548 159 118 18 140 30 17 1901 338 182 1671 15 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 548 159 118 18 140 30 17 1901 338 182 1671 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 548 159 118 18 140 30 17 1901 338 182 1671 15 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 548 159 118 18 140 30 17 1901 338 182 1671 15 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.33 0.38 0.29 1.00 1.00 1.00 1.00 3.40 0.60 1.00 3.00 1.00 Final Sat.: 2258 655 486 1700 1700 1700 1700 5773 1027 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.24 0.24 0.24 0.01 0.08 0.02 0.01 0.33 0.33 0.11 0.33 0.01 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jul 2, 2019 08:33:50 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Los Alamitos/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.745 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 43 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Ovl Ovl Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 388 939 433 155 937 185 169 1538 255 325 1229 84 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 388 939 433 155 937 185 169 1538 255 325 1229 84 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 388 939 433 155 937 185 169 1538 255 325 1229 84 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 388 939 433 155 937 185 169 1538 255 325 1229 84 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 388 939 433 155 937 185 169 1538 255 325 1229 84 OvlAdjVol: 271 101 61 6 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3400 5100 1700 3400 5100 1700 3400 5100 1700 3400 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.18 0.25 0.05 0.18 0.11 0.05 0.30 0.15 0.10 0.24 0.05 OvlAdjV/S: 0.16 0.06 0.04 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jul 2, 2019 08:33:50 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Bloomfield/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.819 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 56 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 88 357 12 179 190 401 323 1591 41 30 1239 245 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 357 12 179 190 401 323 1591 41 30 1239 245 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 88 357 12 179 190 401 323 1591 41 30 1239 245 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 357 12 179 190 401 323 1591 41 30 1239 245 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 88 357 12 179 190 401 323 1591 41 30 1239 245 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.93 0.07 1.00 1.00 1.00 1.00 2.92 0.08 1.00 2.50 0.50 Final Sat.: 1700 3289 111 1700 1700 1700 1700 4972 128 1700 4258 842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.11 0.11 0.11 0.11 0.24 0.19 0.32 0.32 0.02 0.29 0.29 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jul 2, 2019 08:33:50 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Lexington/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.579 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 28 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1! 0 0 2 0 3 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 82 39 132 114 0 140 109 1604 106 118 1453 95 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 82 39 132 114 0 140 109 1604 106 118 1453 95 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 82 39 132 114 0 140 109 1604 106 118 1453 95 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 39 132 114 0 140 109 1604 106 118 1453 95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 82 39 132 114 0 140 109 1604 106 118 1453 95 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 0.00 1.00 2.00 3.00 1.00 1.00 2.82 0.18 Final Sat.: 1700 1700 1700 1700 0 1700 3400 5100 1700 1700 4787 313 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.02 0.08 0.07 0.00 0.08 0.03 0.31 0.06 0.07 0.30 0.30 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jul 2, 2019 08:33:50 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Cottonwood/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.371 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 19 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 1! 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 7 0 3 6 1635 0 0 1539 7 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 7 0 3 6 1635 0 0 1539 7 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 7 0 3 6 1635 0 0 1539 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 7 0 3 6 1635 0 0 1539 7 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 7 0 3 6 1635 0 0 1539 7 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.40 0.00 0.60 1.00 3.00 0.00 0.00 2.99 0.01 Final Sat.: 0 0 0 2380 0 1020 1700 5100 0 0 5077 23 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.32 0.00 0.00 0.30 0.30 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jul 2, 2019 08:33:50 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Siboney/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.461 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 22 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 1 0 1! 0 1 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 42 2 61 36 0 12 124 1697 31 27 1675 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 42 2 61 36 0 12 124 1697 31 27 1675 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 42 2 61 36 0 12 124 1697 31 27 1675 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 42 2 61 36 0 12 124 1697 31 27 1675 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 42 2 61 36 0 12 124 1697 31 27 1675 16 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.95 0.05 1.00 2.00 0.00 1.00 2.00 2.95 0.05 1.00 3.00 1.00 Final Sat.: 1623 77 1700 3400 0 1700 3400 5009 91 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.04 0.01 0.00 0.01 0.04 0.34 0.34 0.02 0.33 0.01 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jul 2, 2019 08:33:50 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #14 Winners/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.396 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 20 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 9 1 6 4 2 2 21 1478 57 63 1577 6 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 9 1 6 4 2 2 21 1478 57 63 1577 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 9 1 6 4 2 2 21 1478 57 63 1577 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 9 1 6 4 2 2 21 1478 57 63 1577 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 9 1 6 4 2 2 21 1478 57 63 1577 6 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.14 0.86 1.00 0.50 0.50 1.00 2.89 0.11 1.00 2.99 0.01 Final Sat.: 1700 243 1457 1700 850 850 1700 4911 189 1700 5081 19 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.30 0.30 0.04 0.31 0.31 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jul 2, 2019 08:33:50 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #15 Walker/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.658 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 33 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 1 0 1 1 0 0 2 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 3 0 0 790 11 172 215 1526 14 13 1568 365 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 3 0 0 790 11 172 215 1526 14 13 1568 365 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 3 0 0 790 11 172 215 1526 14 13 1568 365 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 0 0 790 11 172 215 1526 14 13 1568 365 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 0 0 790 11 172 215 1526 14 13 1568 365 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.97 0.03 2.00 2.00 2.97 0.03 1.00 3.00 1.00 Final Sat.: 1700 1700 0 3353 47 3400 3400 5054 46 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.24 0.24 0.05 0.06 0.30 0.30 0.01 0.31 0.21 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jul 2, 2019 08:33:50 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #16 Valleyview/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.723 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 40 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 3 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 822 1498 272 186 1087 207 234 956 689 202 1174 140 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 822 1498 272 186 1087 207 234 956 689 202 1174 140 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 822 1498 272 186 1087 207 234 956 0 202 1174 140 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 822 1498 272 186 1087 207 234 956 0 202 1174 140 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 822 1498 272 186 1087 207 234 956 0 202 1174 140 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 3.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 5100 5100 1700 3400 5100 1700 3400 5100 1700 3400 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.29 0.16 0.05 0.21 0.12 0.07 0.19 0.00 0.06 0.23 0.08 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jul 2, 2019 08:33:50 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #17 Valleyview/Orangewood ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.784 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 49 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 2 0 3 0 1 1 0 1 1 0 1 0 0 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 10 2027 63 253 1711 47 132 40 20 103 22 562 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 2027 63 253 1711 47 132 40 20 103 22 562 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 2027 63 253 1711 47 132 40 20 103 22 562 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 2027 63 253 1711 47 132 40 20 103 22 562 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 2027 63 253 1711 47 132 40 20 103 22 562 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.91 0.09 2.00 3.00 1.00 1.00 1.33 0.67 1.00 0.08 1.92 Final Sat.: 1700 4946 154 3400 5100 1700 1700 2267 1133 1700 128 3272 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.41 0.41 0.07 0.34 0.03 0.08 0.02 0.02 0.06 0.17 0.17 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jul 2, 2019 08:33:50 Page 20-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #19 Los Alamitos/Fraquhar ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.614 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 30 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 1 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1712 166 122 1224 0 0 0 0 315 0 106 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1712 166 122 1224 0 0 0 0 315 0 106 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1712 166 122 1224 0 0 0 0 315 0 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1712 166 122 1224 0 0 0 0 315 0 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1712 166 122 1224 0 0 0 0 315 0 106 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.73 0.27 1.00 3.00 0.00 0.00 0.00 0.00 1.50 0.00 0.50 Final Sat.: 0 4649 451 1700 5100 0 0 0 0 2544 0 856 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.37 0.37 0.07 0.24 0.00 0.00 0.00 0.00 0.12 0.00 0.12 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jul 2, 2019 10:52:28 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 Los Alamitos/Cerritos C xxxxx 0.745 C xxxxx 0.745 + 0.000 V/C # 2 Bloomfield/Cerritos C xxxxx 0.739 C xxxxx 0.739 + 0.000 V/C # 3 Denni/Cerritos C xxxxx 0.751 C xxxxx 0.751 + 0.000 V/C # 4 Moody/Cerritos C xxxxx 0.756 C xxxxx 0.756 + 0.000 V/C # 5 Walker/Cerritos C xxxxx 0.730 C xxxxx 0.730 + 0.000 V/C # 6 Valleyview/Cerritos D xxxxx 0.834 D xxxxx 0.834 + 0.000 V/C # 7 I-605 NB Ramps/Katella A xxxxx 0.590 A xxxxx 0.590 + 0.000 V/C # 8 Walnut-Wallingsford/Katella C xxxxx 0.711 C xxxxx 0.711 + 0.000 V/C # 9 Los Alamitos/Katella C xxxxx 0.745 C xxxxx 0.745 + 0.000 V/C # 10 Bloomfield/Katella C xxxxx 0.742 C xxxxx 0.742 + 0.000 V/C # 11 Lexington/Katella A xxxxx 0.592 A xxxxx 0.592 + 0.000 V/C # 12 Cottonwood/Katella A xxxxx 0.447 A xxxxx 0.447 + 0.000 V/C # 13 Siboney/Katella A xxxxx 0.524 A xxxxx 0.524 + 0.000 V/C # 14 Winners/Katella A xxxxx 0.521 A xxxxx 0.521 + 0.000 V/C # 15 Walker/Katella B xxxxx 0.687 B xxxxx 0.687 + 0.000 V/C # 16 Valleyview/Katella C xxxxx 0.749 C xxxxx 0.749 + 0.000 V/C # 17 Valleyview/Orangewood D xxxxx 0.826 D xxxxx 0.826 + 0.000 V/C # 19 Los Alamitos/Fraquhar B xxxxx 0.618 B xxxxx 0.618 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jul 2, 2019 10:52:28 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Los Alamitos/Cerritos ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.745 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 43 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 261 803 409 84 542 66 129 801 165 296 798 115 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 261 803 409 84 542 66 129 801 165 296 798 115 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 261 803 409 84 542 66 129 801 165 296 798 115 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 261 803 409 84 542 66 129 801 165 296 798 115 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 261 803 409 84 542 66 129 801 165 296 798 115 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3400 3400 1700 1700 3400 1700 1700 3400 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.24 0.24 0.05 0.16 0.04 0.08 0.24 0.10 0.17 0.23 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jul 2, 2019 10:52:28 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Bloomfield/Cerritos ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.739 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 42 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 108 514 158 61 285 99 159 1104 104 98 1055 177 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 108 514 158 61 285 99 159 1104 104 98 1055 177 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 108 514 158 61 285 99 159 1104 104 98 1055 177 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 108 514 158 61 285 99 159 1104 104 98 1055 177 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 108 514 158 61 285 99 159 1104 104 98 1055 177 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.53 0.47 1.00 1.48 0.52 1.00 1.83 0.17 1.00 1.71 0.29 Final Sat.: 1700 2601 799 1700 2523 877 1700 3107 293 1700 2912 488 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.20 0.20 0.04 0.11 0.11 0.09 0.36 0.36 0.06 0.36 0.36 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jul 2, 2019 10:52:28 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Denni/Cerritos ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.751 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 44 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 56 180 77 95 78 81 123 1192 33 49 1113 209 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 180 77 95 78 81 123 1192 33 49 1113 209 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 56 180 77 95 78 81 123 1192 33 49 1113 209 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 56 180 77 95 78 81 123 1192 33 49 1113 209 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 56 180 77 95 78 81 123 1192 33 49 1113 209 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.18 0.57 0.25 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.68 0.32 Final Sat.: 304 978 418 1700 1700 1700 1700 3400 1700 1700 2862 538 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.18 0.18 0.18 0.06 0.05 0.05 0.07 0.35 0.02 0.03 0.39 0.39 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jul 2, 2019 10:52:28 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Moody/Cerritos ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.756 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 44 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 1 0 1 1 0 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 3 0 0 250 0 151 224 1131 1 0 1228 416 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 3 0 0 250 0 151 224 1131 1 0 1228 416 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 3 0 0 250 0 151 224 1131 1 0 1228 416 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 0 0 250 0 151 224 1131 1 0 1228 416 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 0 0 250 0 151 224 1131 1 0 1228 416 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 2.00 0.00 1.00 1.00 1.99 0.01 1.00 1.49 0.51 Final Sat.: 1700 1700 0 3400 0 1700 1700 3397 3 1700 2540 860 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.07 0.00 0.09 0.13 0.33 0.33 0.00 0.48 0.48 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jul 2, 2019 10:52:28 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Walker/Cerritos ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.730 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 41 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 0 1 1 0 1 1 0 1 0 3 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 502 737 213 106 449 46 95 1068 237 93 1124 157 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 502 737 213 106 449 46 95 1068 237 93 1124 157 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 502 737 213 106 449 46 95 1068 237 93 1124 157 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 502 737 213 106 449 46 95 1068 237 93 1124 157 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 502 737 213 106 449 46 95 1068 237 93 1124 157 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 1.81 0.19 1.00 3.00 1.00 1.00 2.00 1.00 Final Sat.: 3400 3400 1700 1700 3084 316 1700 5100 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.22 0.13 0.06 0.15 0.15 0.06 0.21 0.14 0.05 0.33 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jul 2, 2019 10:52:28 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Valleyview/Cerritos ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.834 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 60 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 2 0 3 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 345 1893 224 146 1059 201 317 854 280 100 667 128 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 345 1893 224 146 1059 201 317 854 280 100 667 128 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 345 1893 224 146 1059 201 317 854 280 100 667 128 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 345 1893 224 146 1059 201 317 854 280 100 667 128 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 345 1893 224 146 1059 201 317 854 280 100 667 128 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 2.00 1.68 0.32 Final Sat.: 1700 5100 1700 1700 5100 1700 3400 5100 1700 3400 2853 547 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.37 0.13 0.09 0.21 0.12 0.09 0.17 0.16 0.03 0.23 0.23 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jul 2, 2019 10:52:28 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #7 I-605 NB Ramps/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.590 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 28 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ignore Ignore Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 1 0 0 0 0 1 1 0 2 0 0 0 0 2 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 742 0 0 159 184 1835 0 0 1675 846 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 742 0 0 159 184 1835 0 0 1675 846 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 0 0 0 184 1835 0 0 1675 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 184 1835 0 0 1675 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 0 0 0 184 1835 0 0 1675 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 1.00 0.00 0.00 1.00 1.00 2.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 1700 0 0 1700 1700 3400 0 0 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.54 0.00 0.00 0.33 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jul 2, 2019 10:52:28 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #8 Walnut-Wallingsford/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.711 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 38 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1! 0 0 1 0 1 0 1 1 0 3 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 307 74 160 19 66 60 25 2057 365 182 2079 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 307 74 160 19 66 60 25 2057 365 182 2079 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 307 74 160 19 66 60 25 2057 365 182 2079 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 307 74 160 19 66 60 25 2057 365 182 2079 11 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 307 74 160 19 66 60 25 2057 365 182 2079 11 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.14 0.27 0.59 1.00 1.00 1.00 1.00 3.40 0.60 1.00 3.00 1.00 Final Sat.: 1929 465 1006 1700 1700 1700 1700 5775 1025 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.16 0.01 0.04 0.04 0.01 0.36 0.36 0.11 0.41 0.01 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jul 2, 2019 10:52:28 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Los Alamitos/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.745 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 43 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Ovl Ovl Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 456 878 366 137 965 219 255 1438 493 302 1514 95 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 456 878 366 137 965 219 255 1438 493 302 1514 95 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 456 878 366 137 965 219 255 1438 493 302 1514 95 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 456 878 366 137 965 219 255 1438 493 302 1514 95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 456 878 366 137 965 219 255 1438 493 302 1514 95 OvlAdjVol: 215 91 265 27 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3400 5100 1700 3400 5100 1700 3400 5100 1700 3400 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.13 0.17 0.22 0.04 0.19 0.13 0.08 0.28 0.29 0.09 0.30 0.06 OvlAdjV/S: 0.13 0.05 0.16 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jul 2, 2019 10:52:28 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Bloomfield/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.742 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 42 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 46 105 25 171 160 181 279 1614 77 59 1747 235 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 105 25 171 160 181 279 1614 77 59 1747 235 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 46 105 25 171 160 181 279 1614 77 59 1747 235 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 46 105 25 171 160 181 279 1614 77 59 1747 235 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 46 105 25 171 160 181 279 1614 77 59 1747 235 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.62 0.38 1.00 1.00 1.00 1.00 2.86 0.14 1.00 2.64 0.36 Final Sat.: 1700 2746 654 1700 1700 1700 1700 4868 232 1700 4495 605 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.04 0.04 0.10 0.09 0.11 0.16 0.33 0.33 0.03 0.39 0.39 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jul 2, 2019 10:52:29 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Lexington/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.592 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 28 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1! 0 0 2 0 3 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 94 55 161 126 0 107 105 1524 72 124 1674 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 94 55 161 126 0 107 105 1524 72 124 1674 99 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 94 55 161 126 0 107 105 1524 72 124 1674 99 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 55 161 126 0 107 105 1524 72 124 1674 99 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 94 55 161 126 0 107 105 1524 72 124 1674 99 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.08 0.00 0.92 2.00 3.00 1.00 1.00 2.83 0.17 Final Sat.: 1700 1700 1700 1839 0 1561 3400 5100 1700 1700 4815 285 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.03 0.09 0.07 0.00 0.07 0.03 0.30 0.04 0.07 0.35 0.35 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jul 2, 2019 10:52:29 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Cottonwood/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.447 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 22 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 1! 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 14 0 9 28 1836 0 0 1897 8 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 14 0 9 28 1836 0 0 1897 8 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 14 0 9 28 1836 0 0 1897 8 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 14 0 9 28 1836 0 0 1897 8 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 14 0 9 28 1836 0 0 1897 8 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.22 0.00 0.78 1.00 3.00 0.00 0.00 2.99 0.01 Final Sat.: 0 0 0 2070 0 1330 1700 5100 0 0 5079 21 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.01 0.02 0.36 0.00 0.00 0.37 0.37 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jul 2, 2019 10:52:29 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Siboney/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.524 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 25 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 1 0 1! 0 1 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 82 4 58 75 3 64 129 1701 32 68 1825 38 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 82 4 58 75 3 64 129 1701 32 68 1825 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 82 4 58 75 3 64 129 1701 32 68 1825 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 4 58 75 3 64 129 1701 32 68 1825 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 82 4 58 75 3 64 129 1701 32 68 1825 38 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.95 0.05 1.00 1.59 0.06 1.35 2.00 2.94 0.06 1.00 3.00 1.00 Final Sat.: 1621 79 1700 2694 108 2299 3400 5006 94 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.05 0.03 0.03 0.03 0.03 0.04 0.34 0.34 0.04 0.36 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jul 2, 2019 10:52:29 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #14 Winners/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.521 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 25 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 48 2 50 32 0 46 110 1728 10 38 1785 6 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 48 2 50 32 0 46 110 1728 10 38 1785 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 48 2 50 32 0 46 110 1728 10 38 1785 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 48 2 50 32 0 46 110 1728 10 38 1785 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 48 2 50 32 0 46 110 1728 10 38 1785 6 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.04 0.96 1.00 0.00 1.00 1.00 2.98 0.02 1.00 2.99 0.01 Final Sat.: 1700 65 1635 1700 0 1700 1700 5071 29 1700 5083 17 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.02 0.00 0.03 0.06 0.34 0.34 0.02 0.35 0.35 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jul 2, 2019 10:52:29 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #15 Walker/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.687 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 1 0 1 1 0 0 2 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 27 15 4 596 1 213 312 1600 5 0 1726 602 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 15 4 596 1 213 312 1600 5 0 1726 602 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 27 15 4 596 1 213 312 1600 5 0 1726 602 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 27 15 4 596 1 213 312 1600 5 0 1726 602 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 27 15 4 596 1 213 312 1600 5 0 1726 602 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.83 0.17 1.99 0.01 2.00 2.00 2.99 0.01 1.00 3.00 1.00 Final Sat.: 1700 1404 296 3394 6 3400 3400 5084 16 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.01 0.01 0.18 0.18 0.06 0.09 0.31 0.31 0.00 0.34 0.35 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jul 2, 2019 10:52:29 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #16 Valleyview/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.749 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 43 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 3 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 665 1474 176 228 1351 230 246 1063 1005 325 998 217 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 665 1474 176 228 1351 230 246 1063 1005 325 998 217 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 665 1474 176 228 1351 230 246 1063 0 325 998 217 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 665 1474 176 228 1351 230 246 1063 0 325 998 217 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 665 1474 176 228 1351 230 246 1063 0 325 998 217 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 3.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 5100 5100 1700 3400 5100 1700 3400 5100 1700 3400 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.13 0.29 0.10 0.07 0.26 0.14 0.07 0.21 0.00 0.10 0.20 0.13 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jul 2, 2019 10:52:29 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #17 Valleyview/Orangewood ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.826 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 58 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 2 0 3 0 1 1 0 1 1 0 1 0 0 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 19 1925 100 579 2104 136 112 37 22 87 42 445 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 1925 100 579 2104 136 112 37 22 87 42 445 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 1925 100 579 2104 136 112 37 22 87 42 445 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 1925 100 579 2104 136 112 37 22 87 42 445 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 1925 100 579 2104 136 112 37 22 87 42 445 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.85 0.15 2.00 3.00 1.00 1.00 1.25 0.75 1.00 0.17 1.83 Final Sat.: 1700 4848 252 3400 5100 1700 1700 2132 1268 1700 293 3107 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.40 0.40 0.17 0.41 0.08 0.07 0.02 0.02 0.05 0.14 0.14 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jul 2, 2019 10:52:29 Page 20-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #19 Los Alamitos/Fraquhar ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.618 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 30 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 1 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1554 165 129 1487 0 0 0 0 392 0 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1554 165 129 1487 0 0 0 0 392 0 136 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1554 165 129 1487 0 0 0 0 392 0 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1554 165 129 1487 0 0 0 0 392 0 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1554 165 129 1487 0 0 0 0 392 0 136 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.71 0.29 1.00 3.00 0.00 0.00 0.00 0.00 1.48 0.00 0.52 Final Sat.: 0 4610 490 1700 5100 0 0 0 0 2524 0 876 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.34 0.34 0.08 0.29 0.00 0.00 0.00 0.00 0.16 0.00 0.16 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project AM Tue Jul 2, 2019 11:00:54 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 Los Alamitos/Cerritos C xxxxx 0.704 C xxxxx 0.705 + 0.001 V/C # 2 Bloomfield/Cerritos B xxxxx 0.693 B xxxxx 0.693 + 0.000 V/C # 3 Denni/Cerritos A xxxxx 0.594 A xxxxx 0.594 + 0.000 V/C # 4 Moody/Cerritos A xxxxx 0.572 A xxxxx 0.572 + 0.000 V/C # 5 Walker/Cerritos B xxxxx 0.681 B xxxxx 0.684 + 0.003 V/C # 6 Valleyview/Cerritos C xxxxx 0.731 C xxxxx 0.733 + 0.001 V/C # 7 I-605 NB Ramps/Katella A xxxxx 0.493 A xxxxx 0.498 + 0.004 V/C # 8 Walnut-Wallingsford/Katella D xxxxx 0.811 D xxxxx 0.815 + 0.003 V/C # 9 Los Alamitos/Katella C xxxxx 0.745 C xxxxx 0.752 + 0.007 V/C # 10 Bloomfield/Katella D xxxxx 0.819 D xxxxx 0.828 + 0.009 V/C # 11 Lexington/Katella A xxxxx 0.579 A xxxxx 0.585 + 0.007 V/C # 12 Cottonwood/Katella A xxxxx 0.371 A xxxxx 0.377 + 0.006 V/C # 13 Siboney/Katella A xxxxx 0.461 A xxxxx 0.480 + 0.019 V/C # 14 Winners/Katella A xxxxx 0.396 A xxxxx 0.405 + 0.009 V/C # 15 Walker/Katella B xxxxx 0.658 B xxxxx 0.666 + 0.008 V/C # 16 Valleyview/Katella C xxxxx 0.723 C xxxxx 0.730 + 0.007 V/C # 17 Valleyview/Orangewood C xxxxx 0.784 C xxxxx 0.786 + 0.003 V/C # 19 Los Alamitos/Fraquhar B xxxxx 0.614 B xxxxx 0.615 + 0.001 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project AM Tue Jul 2, 2019 11:00:54 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Los Alamitos/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.705 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 38 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 178 621 335 94 753 90 130 800 129 247 706 138 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 178 621 335 94 753 90 130 800 129 247 706 138 Added Vol: 0 5 0 0 3 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 178 626 335 94 756 90 130 800 129 247 706 138 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 178 626 335 94 756 90 130 800 129 247 706 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 178 626 335 94 756 90 130 800 129 247 706 138 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 178 626 335 94 756 90 130 800 129 247 706 138 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3400 3400 1700 1700 3400 1700 1700 3400 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.18 0.20 0.06 0.22 0.05 0.08 0.24 0.08 0.15 0.21 0.08 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project AM Tue Jul 2, 2019 11:00:54 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Bloomfield/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.693 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 36 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 121 312 192 168 569 90 31 826 115 172 724 100 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 121 312 192 168 569 90 31 826 115 172 724 100 Added Vol: 0 0 0 0 1 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 121 312 192 168 570 90 31 826 115 172 724 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 121 312 192 168 570 90 31 826 115 172 724 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 121 312 192 168 570 90 31 826 115 172 724 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 121 312 192 168 570 90 31 826 115 172 724 100 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.24 0.76 1.00 1.73 0.27 1.00 1.76 0.24 1.00 1.76 0.24 Final Sat.: 1700 2105 1295 1700 2936 464 1700 2984 416 1700 2987 413 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.15 0.15 0.10 0.19 0.19 0.02 0.28 0.28 0.10 0.24 0.24 Crit Moves: **** ******** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project AM Tue Jul 2, 2019 11:00:54 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Denni/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.594 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 28 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Prot+Permit Prot+Permit Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 23 79 49 239 153 128 63 845 86 112 793 137 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 23 79 49 239 153 128 63 845 86 112 793 137 Added Vol: 0 0 0 0 1 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 23 79 49 239 154 128 63 845 86 112 793 137 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 23 79 49 239 154 128 63 845 86 112 793 137 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 23 79 49 239 154 128 63 845 86 112 793 137 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 23 79 49 239 154 128 63 845 86 112 793 137 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.15 0.53 0.32 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.71 0.29 Final Sat.: 259 889 552 1700 1700 1700 1700 3400 1700 1700 2899 501 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.09 0.09 0.14 0.09 0.08 0.04 0.25 0.05 0.07 0.27 0.27 Crit Moves: **** ******** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project AM Tue Jul 2, 2019 11:00:54 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Moody/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.572 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 27 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Prot+Permit Prot+Permit Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 1 0 1 1 0 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 1 2 1 583 3 206 71 1065 2 0 869 174 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 2 1 583 3 206 71 1065 2 0 869 174 Added Vol: 0 0 0 1 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut:1 2 1 584 3 206 71 1065 2 0 869 174 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 2 1 584 3 206 71 1065 2 0 869 174 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 2 1 584 3 206 71 1065 2 0 869 174 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 2 1 584 3 206 71 1065 2 0 869 174 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.50 1.00 0.50 1.99 0.01 1.00 1.00 1.99 0.01 1.00 1.67 0.33 Final Sat.: 850 1700 850 3383 17 1700 1700 3394 6 1700 2833 567 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.17 0.17 0.12 0.04 0.31 0.31 0.00 0.31 0.31 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project AM Tue Jul 2, 2019 11:00:54 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Walker/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.684 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 36 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 0 1 1 0 1 1 0 1 0 3 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 104 241 53 166 750 70 20 1139 490 120 841 106 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 104 241 53 166 750 70 20 1139 490 120 841 106 Added Vol: 0 5 5 0 3 0 0 0 1 3 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 104 246 58 166 753 70 20 1139 491 123 841 106 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 104 246 58 166 753 70 20 1139 491 123 841 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 104 246 58 166 753 70 20 1139 491 123 841 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 104 246 58 166 753 70 20 1139 491 123 841 106 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 1.83 0.17 1.00 3.00 1.00 1.00 2.00 1.00 Final Sat.: 3400 3400 1700 1700 3111 289 1700 5100 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.07 0.03 0.10 0.24 0.24 0.01 0.22 0.29 0.07 0.25 0.06 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project AM Tue Jul 2, 2019 11:00:54 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Valleyview/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.733 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 41 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 2 0 3 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 157 1223 44 111 1342 270 97 639 469 170 732 147 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 157 1223 44 111 1342 270 97 639 469 170 732 147 Added Vol: 0 10 0 0 7 0 0 5 0 0 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 157 1233 44 111 1349 270 97 644 469 170 735 147 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 157 1233 44 111 1349 270 97 644 469 170 735 147 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 157 1233 44 111 1349 270 97 644 469 170 735 147 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 157 1233 44 111 1349 270 97 644 469 170 735 147 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 2.00 1.67 0.33 Final Sat.: 1700 5100 1700 1700 5100 1700 3400 5100 1700 3400 2833 567 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.24 0.03 0.07 0.26 0.16 0.03 0.13 0.28 0.05 0.26 0.26 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project AM Tue Jul 2, 2019 11:00:54 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 I-605 NB Ramps/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.498 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 24 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Ignore Ignore Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 1 0 0 0 0 1 1 0 2 0 0 0 0 2 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 1067 0 0 398 118 1507 0 0 1454 833 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 1067 0 0 398 118 1507 0 0 1454 833 Added Vol: 0 0 6 0 0 0 0 15 0 0 19 14 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 1073 0 0 398 118 1522 0 0 1473 847 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 0 0 0 118 1522 0 0 1473 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 118 1522 0 0 1473 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 0 0 0 118 1522 0 0 1473 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 1.00 0.00 0.00 1.00 1.00 2.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 1700 0 0 1700 1700 3400 0 0 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.45 0.00 0.00 0.29 0.00 Crit Moves:**** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project AM Tue Jul 2, 2019 11:00:54 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Walnut-Wallingsford/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.815 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 55 Level Of Service:D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1! 0 0 1 0 1 0 1 1 0 3 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 548 159 118 18 140 30 17 1901 338 182 1671 15 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 548 159 118 18 140 30 17 1901 338 182 1671 15 Added Vol: 0 0 0 0 0 0 0 22 0 0 32 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 548 159 118 18 140 30 17 1923 338 182 1703 15 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 548 159 118 18 140 30 17 1923 338 182 1703 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 548 159 118 18 140 30 17 1923 338 182 1703 15 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 548 159 118 18 140 30 17 1923 338 182 1703 15 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.33 0.38 0.29 1.00 1.00 1.00 1.00 3.40 0.60 1.00 3.00 1.00 Final Sat.: 2258 655 486 1700 1700 1700 1700 5783 1017 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.24 0.24 0.24 0.01 0.08 0.02 0.01 0.33 0.33 0.11 0.33 0.01 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project AM Tue Jul 2, 2019 11:00:54 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Los Alamitos/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.752 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 44 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Ovl Ovl Ovl Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 388 939 433 155 937 185 169 1538 255 325 1229 84 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 388 939 433 155 937 185 169 1538 255 325 1229 84 Added Vol: 0 0 6 3 0 0 0 22 0 9 32 5 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 388 939 439 158 937 185 169 1560 255 334 1261 89 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 388 939 439 158 937 185 169 1560 255 334 1261 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 388 939 439 158 937 185 169 1560 255 334 1261 89 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 388 939 439 158 937 185 169 1560 255 334 1261 89 OvlAdjVol:272 101 61 10 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3400 5100 1700 3400 5100 1700 3400 5100 1700 3400 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.18 0.26 0.05 0.18 0.11 0.05 0.31 0.15 0.10 0.25 0.05 OvlAdjV/S:0.16 0.06 0.04 0.01 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project AM Tue Jul 2, 2019 11:00:54 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Bloomfield/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.828 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 58 Level Of Service:D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 88 357 12 179 190 401 323 1591 41 30 1239 245 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 357 12 179 190 401 323 1591 41 30 1239 245 Added Vol: 0 0 0 1 0 0 0 31 0 0 46 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 88 357 12 180 190 401 323 1622 41 30 1285 245 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 88 357 12 180 190 401 323 1622 41 30 1285 245 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 357 12 180 190 401 323 1622 41 30 1285 245 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 88 357 12 180 190 401 323 1622 41 30 1285 245 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.93 0.07 1.00 1.00 1.00 1.00 2.93 0.07 1.00 2.52 0.48 Final Sat.: 1700 3289 111 1700 1700 1700 1700 4974 126 1700 4283 817 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.11 0.11 0.11 0.11 0.24 0.19 0.33 0.33 0.02 0.30 0.30 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project AM Tue Jul 2, 2019 11:00:54 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Lexington/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X): 0.585 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 28 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1! 0 0 2 0 3 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 82 39 132 114 0 140 109 1604 106 118 1453 95 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 82 39 132 114 0 140 109 1604 106 118 1453 95 Added Vol: 0 0 0 1 0 0 0 32 0 0 47 1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 82 39 132 115 0 140 109 1636 106 118 1500 96 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 82 39 132 115 0 140 109 1636 106 118 1500 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 39 132 115 0 140 109 1636 106 118 1500 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 82 39 132 115 0 140 109 1636 106 118 1500 96 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 0.00 1.00 2.00 3.00 1.00 1.00 2.82 0.18 Final Sat.: 1700 1700 1700 1700 0 1700 3400 5100 1700 1700 4793 307 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.02 0.08 0.07 0.00 0.08 0.03 0.32 0.06 0.07 0.31 0.31 Crit Moves:**** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project AM Tue Jul 2, 2019 11:00:54 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Cottonwood/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.377 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 19 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 1! 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 7 0 3 6 1635 0 0 1539 7 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 7 0 3 6 1635 0 0 1539 7 Added Vol: 0 0 0 0 0 0 0 33 0 0 48 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 7 0 3 6 1668 0 0 1587 7 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 7 0 3 6 1668 0 0 1587 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 7 0 3 6 1668 0 0 1587 7 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 7 0 3 6 1668 0 0 1587 7 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.40 0.00 0.60 1.00 3.00 0.00 0.00 2.99 0.01 Final Sat.: 0 0 0 2380 0 1020 1700 5100 0 0 5078 22 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.33 0.00 0.00 0.31 0.31 Crit Moves:******** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project AM Tue Jul 2, 2019 11:00:54 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Siboney/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.480 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 23 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 1 0 1! 0 1 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 42 2 61 36 0 12 124 1697 31 27 1675 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 42 2 61 36 0 12 124 1697 31 27 1675 16 Added Vol: 0 0 0 34 0 34 12 23 0 11 15 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 42 2 61 70 0 46 136 1720 31 38 1690 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 42 2 61 70 0 46 136 1720 31 38 1690 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 42 2 61 70 0 46 136 1720 31 38 1690 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 42 2 61 70 0 46 136 1720 31 38 1690 16 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.95 0.05 1.00 1.81 xxxx 1.19 2.00 2.95 0.05 1.00 3.00 1.00 Final Sat.: 1623 77 1700 3078 0 2022 3400 5010 90 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat:0.03 0.03 0.04 0.02 0.00 0.02 0.04 0.34 0.34 0.02 0.33 0.01 Crit Moves:******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project AM Tue Jul 2, 2019 11:00:54 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Winners/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.405 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 20 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control:Permitted Permitted Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 9 1 6 4 2 2 21 1478 57 63 1577 6 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 9 1 6 4 2 2 21 1478 57 63 1577 6 Added Vol: 0 0 0 4 0 0 23 45 0 0 34 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 9 1 6 8 2 2 44 1523 57 63 1611 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 9 1 6 8 2 2 44 1523 57 63 1611 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 9 1 6 8 2 2 44 1523 57 63 1611 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 9 1 6 8 2 2 44 1523 57 63 1611 6 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane:1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.14 0.86 1.00 0.50 0.50 1.00 2.89 0.11 1.00 2.99 0.01 Final Sat.: 1700 243 1457 1700 850 850 1700 4916 184 1700 5081 19 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.00 0.00 0.00 0.00 0.00 0.03 0.31 0.31 0.04 0.32 0.32 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project AM Tue Jul 2, 2019 11:00:54 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #15 Walker/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.666 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 34 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 1 0 1 1 0 0 2 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 3 0 0 790 11 172 215 1526 14 13 1568 365 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 3 0 0 790 11 172 215 1526 14 13 1568 365 Added Vol: 0 0 0 0 0 8 10 38 0 0 26 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 3 0 0 790 11 180 225 1564 14 13 1594 365 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 3 0 0 790 11 180 225 1564 14 13 1594 365 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 0 0 790 11 180 225 1564 14 13 1594 365 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 0 0 790 11 180 225 1564 14 13 1594 365 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.97 0.03 2.00 2.00 2.97 0.03 1.00 3.00 1.00 Final Sat.: 1700 1700 0 3353 47 3400 3400 5055 45 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.24 0.24 0.05 0.07 0.31 0.31 0.01 0.31 0.21 Crit Moves: **************** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project AM Tue Jul 2, 2019 11:00:54 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #16 Valleyview/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.730 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 41 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 3 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 822 1498 272 186 1087 207 234 956 689 202 1174 140 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 822 1498 272 186 1087 207 234 956 689 202 1174 140 Added Vol: 13 0 0 0 0 7 10 10 19 0 7 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 835 1498 272 186 1087 214 244 966 708 202 1181 140 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 835 1498 272 186 1087 214 244 966 0 202 1181 140 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 835 1498 272 186 1087 214 244 966 0 202 1181 140 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 835 1498 272 186 1087 214 244 966 0 202 1181 140 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 3.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 5100 5100 1700 3400 5100 1700 3400 5100 1700 3400 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.29 0.16 0.05 0.21 0.13 0.07 0.19 0.00 0.06 0.23 0.08 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project AM Tue Jul 2, 2019 11:00:54 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #17 Valleyview/Orangewood ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.786 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 49 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 2 0 3 0 1 1 0 1 1 0 1 0 0 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 10 2027 63 253 1711 47 132 40 20 103 22 562 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 2027 63 253 1711 47 132 40 20 103 22 562 Added Vol: 0 13 0 0 19 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 10 2040 63 253 1730 47 132 40 20 103 22 562 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 2040 63 253 1730 47 132 40 20 103 22 562 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 2040 63 253 1730 47 132 40 20 103 22 562 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 2040 63 253 1730 47 132 40 20 103 22 562 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.91 0.09 2.00 3.00 1.00 1.00 1.33 0.67 1.00 0.08 1.92 Final Sat.: 1700 4947 153 3400 5100 1700 1700 2267 1133 1700 128 3272 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.41 0.41 0.07 0.34 0.03 0.08 0.02 0.02 0.06 0.17 0.17 Crit Moves: **** ************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project AM Tue Jul 2, 2019 11:00:54 Page 20-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #19 Los Alamitos/Fraquhar ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.615 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 30 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 1 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1712 166 122 1224 0 0 0 0 315 0 106 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1712 166 122 1224 0 0 0 0 315 0 106 Added Vol: 0 6 0 0 9 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1718 166 122 1233 0 0 0 0 315 0 106 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1718 166 122 1233 0 0 0 0 315 0 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1718 166 122 1233 0 0 0 0 315 0 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1718 166 122 1233 0 0 0 0 315 0 106 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.74 0.26 1.00 3.00 0.00 0.00 0.00 0.00 1.50 0.00 0.50 Final Sat.: 0 4651 449 1700 5100 0 0 0 0 2544 0 856 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.37 0.37 0.07 0.24 0.00 0.00 0.00 0.00 0.12 0.00 0.12 Crit Moves: **** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project PM Tue Jul 2, 2019 11:05:44 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 Los Alamitos/Cerritos C xxxxx 0.745 C xxxxx 0.747 + 0.002 V/C # 2 Bloomfield/Cerritos C xxxxx 0.739 C xxxxx 0.741 + 0.001 V/C # 3 Denni/Cerritos C xxxxx 0.751 C xxxxx 0.754 + 0.002 V/C # 4 Moody/Cerritos C xxxxx 0.756 C xxxxx 0.757 + 0.001 V/C # 5 Walker/Cerritos C xxxxx 0.730 C xxxxx 0.734 + 0.004 V/C # 6 Valleyview/Cerritos D xxxxx 0.834 D xxxxx 0.840 + 0.006 V/C # 7 I-605 NB Ramps/Katella A xxxxx 0.590 A xxxxx 0.599 + 0.009 V/C # 8 Walnut-Wallingsford/Katella C xxxxx 0.711 C xxxxx 0.718 + 0.007 V/C # 9 Los Alamitos/Katella C xxxxx 0.745 C xxxxx 0.756 + 0.011 V/C # 10 Bloomfield/Katella C xxxxx 0.742 C xxxxx 0.755 + 0.014 V/C # 11 Lexington/Katella A xxxxx 0.592 B xxxxx 0.608 + 0.016 V/C # 12 Cottonwood/Katella A xxxxx 0.447 A xxxxx 0.460 + 0.014 V/C # 13 Siboney/Katella A xxxxx 0.524 A xxxxx 0.551 + 0.027 V/C # 14 Winners/Katella A xxxxx 0.521 A xxxxx 0.591 + 0.070 V/C # 15 Walker/Katella B xxxxx 0.687 B xxxxx 0.691 + 0.003 V/C # 16 Valleyview/Katella C xxxxx 0.749 C xxxxx 0.758 + 0.008 V/C # 17 Valleyview/Orangewood D xxxxx 0.826 D xxxxx 0.832 + 0.005 V/C # 19 Los Alamitos/Fraquhar B xxxxx 0.618 B xxxxx 0.621 + 0.003 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project PM Tue Jul 2, 2019 11:05:44 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Los Alamitos/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.747 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 43 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 261 803 409 84 542 66 129 801 165 296 798 115 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 261 803 409 84 542 66 129 801 165 296 798 115 Added Vol: 0 7 0 0 9 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 261 810 409 84 551 66 129 801 165 296 798 115 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 261 810 409 84 551 66 129 801 165 296 798 115 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 261 810 409 84 551 66 129 801 165 296 798 115 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 261 810 409 84 551 66 129 801 165 296 798 115 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3400 3400 1700 1700 3400 1700 1700 3400 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.24 0.24 0.05 0.16 0.04 0.08 0.24 0.10 0.17 0.23 0.07 Crit Moves: **** ******** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project PM Tue Jul 2, 2019 11:05:44 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Bloomfield/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.741 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 42 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 108 514 158 61 285 99 159 1104 104 98 1055 177 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 108 514 158 61 285 99 159 1104 104 98 1055 177 Added Vol: 0 4 0 0 4 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 108 518 158 61 289 99 159 1104 104 98 1055 177 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 108 518 158 61 289 99 159 1104 104 98 1055 177 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 108 518 158 61 289 99 159 1104 104 98 1055 177 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 108 518 158 61 289 99 159 1104 104 98 1055 177 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.53 0.47 1.00 1.49 0.51 1.00 1.83 0.17 1.00 1.71 0.29 Final Sat.: 1700 2605 795 1700 2532 868 1700 3107 293 1700 2912 488 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.20 0.20 0.04 0.11 0.11 0.09 0.36 0.36 0.06 0.36 0.36 Crit Moves: **** ************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project PM Tue Jul 2, 2019 11:05:45 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Denni/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.754 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 44 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Prot+Permit Prot+Permit Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 56 180 77 95 78 81 123 1192 33 49 1113 209 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 180 77 95 78 81 123 1192 33 49 1113 209 Added Vol: 0 4 0 0 4 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 56 184 77 95 82 81 123 1192 33 49 1113 209 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 56 184 77 95 82 81 123 1192 33 49 1113 209 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 56 184 77 95 82 81 123 1192 33 49 1113 209 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 56 184 77 95 82 81 123 1192 33 49 1113 209 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.18 0.58 0.24 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.68 0.32 Final Sat.: 300 987 413 1700 1700 1700 1700 3400 1700 1700 2862 538 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.19 0.19 0.19 0.06 0.05 0.05 0.07 0.35 0.02 0.03 0.39 0.39 Crit Moves:**** ************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project PM Tue Jul 2, 2019 11:05:45 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Moody/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.757 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 44 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Prot+Permit Prot+Permit Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 1 0 1 1 0 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 3 0 0 250 0 151 224 1131 1 0 1228 416 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 3 0 0 250 0 151 224 1131 1 0 1228 416 Added Vol: 0 0 0 4 0 0 0 0 0 0 0 4 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut:3 0 0 254 0 151 224 1131 1 0 1228 420 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 3 0 0 254 0 151 224 1131 1 0 1228 420 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 0 0 254 0 151 224 1131 1 0 1228 420 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 0 0 254 0 151 224 1131 1 0 1228 420 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 2.00 0.00 1.00 1.00 1.99 0.01 1.00 1.49 0.51 Final Sat.: 1700 1700 0 3400 0 1700 1700 3397 3 1700 2533 867 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.07 0.00 0.09 0.13 0.33 0.33 0.00 0.48 0.48 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project PM Tue Jul 2, 2019 11:05:45 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Walker/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.734 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 41 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 0 1 1 0 1 1 0 1 0 3 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 502 737 213 106 449 46 95 1068 237 93 1124 157 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 502 737 213 106 449 46 95 1068 237 93 1124 157 Added Vol: 4 7 7 0 9 0 0 0 4 9 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 506 744 220 106 458 46 95 1068 241 102 1124 157 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 506 744 220 106 458 46 95 1068 241 102 1124 157 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 506 744 220 106 458 46 95 1068 241 102 1124 157 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 506 744 220 106 458 46 95 1068 241 102 1124 157 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 1.82 0.18 1.00 3.00 1.00 1.00 2.00 1.00 Final Sat.: 3400 3400 1700 1700 3090 310 1700 5100 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.22 0.13 0.06 0.15 0.15 0.06 0.21 0.14 0.06 0.33 0.09 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project PM Tue Jul 2, 2019 11:05:45 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Valleyview/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.840 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 62 Level Of Service:D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 2 0 3 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 345 1893 224 146 1059 201 317 854 280 100 667 128 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 345 1893 224 146 1059 201 317 854 280 100 667 128 Added Vol: 0 15 0 0 18 0 0 7 0 0 9 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 345 1908 224 146 1077 201 317 861 280 100 676 128 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 345 1908 224 146 1077 201 317 861 280 100 676 128 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 345 1908 224 146 1077 201 317 861 280 100 676 128 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 345 1908 224 146 1077 201 317 861 280 100 676 128 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 2.00 1.68 0.32 Final Sat.: 1700 5100 1700 1700 5100 1700 3400 5100 1700 3400 2859 541 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.37 0.13 0.09 0.21 0.12 0.09 0.17 0.16 0.03 0.24 0.24 Crit Moves: **** ************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project PM Tue Jul 2, 2019 11:05:45 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 I-605 NB Ramps/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.599 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 29 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Ignore Ignore Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 1 0 0 0 0 1 1 0 2 0 0 0 0 2 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 742 0 0 159 184 1835 0 0 1675 846 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 742 0 0 159 184 1835 0 0 1675 846 Added Vol: 0 0 13 0 0 0 0 31 0 0 21 14 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 755 0 0 159 184 1866 0 0 1696 860 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 0 0 0 184 1866 0 0 1696 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 184 1866 0 0 1696 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 0 0 0 184 1866 0 0 1696 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 1.00 0.00 0.00 1.00 1.00 2.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 1700 0 0 1700 1700 3400 0 0 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.55 0.00 0.00 0.33 0.00 Crit Moves:**** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project PM Tue Jul 2, 2019 11:05:45 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Walnut-Wallingsford/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.718 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 39 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1! 0 0 1 0 1 0 1 1 0 3 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 307 74 160 19 66 60 25 2057 365 182 2079 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 307 74 160 19 66 60 25 2057 365 182 2079 11 Added Vol: 0 0 0 0 0 0 0 45 0 0 35 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 307 74 160 19 66 60 25 2102 365 182 2114 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 307 74 160 19 66 60 25 2102 365 182 2114 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 307 74 160 19 66 60 25 2102 365 182 2114 11 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 307 74 160 19 66 60 25 2102 365 182 2114 11 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.14 0.27 0.59 1.00 1.00 1.00 1.00 3.41 0.59 1.00 3.00 1.00 Final Sat.: 1929 465 1006 1700 1700 1700 1700 5794 1006 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.16 0.01 0.04 0.04 0.01 0.36 0.36 0.11 0.41 0.01 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project PM Tue Jul 2, 2019 11:05:45 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Los Alamitos/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.756 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 44 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Ovl Ovl Ovl Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 456 878 366 137 965 219 255 1438 493 302 1514 95 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 456 878 366 137 965 219 255 1438 493 302 1514 95 Added Vol: 0 0 13 9 0 0 0 45 0 11 35 7 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 456 878 379 146 965 219 255 1483 493 313 1549 102 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 456 878 379 146 965 219 255 1483 493 313 1549 102 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 456 878 379 146 965 219 255 1483 493 313 1549 102 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 456 878 379 146 965 219 255 1483 493 313 1549 102 OvlAdjVol:222 91 265 29 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3400 5100 1700 3400 5100 1700 3400 5100 1700 3400 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.13 0.17 0.22 0.04 0.19 0.13 0.08 0.29 0.29 0.09 0.30 0.06 OvlAdjV/S:0.13 0.05 0.16 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project PM Tue Jul 2, 2019 11:05:45 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Bloomfield/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.755 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 44 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 46 105 25 171 160 181 279 1614 77 59 1747 235 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 105 25 171 160 181 279 1614 77 59 1747 235 Added Vol: 0 0 0 4 0 0 0 67 0 0 54 4 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 46 105 25 175 160 181 279 1681 77 59 1801 239 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 46 105 25 175 160 181 279 1681 77 59 1801 239 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 46 105 25 175 160 181 279 1681 77 59 1801 239 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 46 105 25 175 160 181 279 1681 77 59 1801 239 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.62 0.38 1.00 1.00 1.00 1.00 2.87 0.13 1.00 2.65 0.35 Final Sat.: 1700 2746 654 1700 1700 1700 1700 4877 223 1700 4503 598 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.04 0.04 0.10 0.09 0.11 0.16 0.34 0.34 0.03 0.40 0.40 Crit Moves: **** ************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project PM Tue Jul 2, 2019 11:05:45 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Lexington/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X): 0.608 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 29 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1! 0 0 2 0 3 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 94 55 161 126 0 107 105 1524 72 124 1674 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 94 55 161 126 0 107 105 1524 72 124 1674 99 Added Vol: 0 0 0 9 0 0 0 75 0 0 62 8 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 94 55 161 135 0 107 105 1599 72 124 1736 107 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 94 55 161 135 0 107 105 1599 72 124 1736 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 55 161 135 0 107 105 1599 72 124 1736 107 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 94 55 161 135 0 107 105 1599 72 124 1736 107 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.12 0.00 0.88 2.00 3.00 1.00 1.00 2.83 0.17 Final Sat.: 1700 1700 1700 1897 0 1503 3400 5100 1700 1700 4804 296 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.03 0.09 0.07 0.00 0.07 0.03 0.31 0.04 0.07 0.36 0.36 Crit Moves:**** **** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project PM Tue Jul 2, 2019 11:05:45 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Cottonwood/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.460 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 22 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 1! 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 14 0 9 28 1836 0 0 1897 8 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 14 0 9 28 1836 0 0 1897 8 Added Vol: 0 0 0 0 0 0 0 84 0 0 70 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 14 0 9 28 1920 0 0 1967 8 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 14 0 9 28 1920 0 0 1967 8 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 14 0 9 28 1920 0 0 1967 8 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 14 0 9 28 1920 0 0 1967 8 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.22 0.00 0.78 1.00 3.00 0.00 0.00 2.99 0.01 Final Sat.: 0 0 0 2070 0 1330 1700 5100 0 0 5079 21 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.01 0.02 0.38 0.00 0.00 0.39 0.39 Crit Moves:************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project PM Tue Jul 2, 2019 11:05:45 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Siboney/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.551 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 26 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 1 0 1! 0 1 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 82 4 58 75 3 64 129 1701 32 68 1825 38 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 82 4 58 75 3 64 129 1701 32 68 1825 38 Added Vol: 0 0 0 19 0 19 30 59 0 15 55 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 82 4 58 94 3 83 159 1760 32 83 1880 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 82 4 58 94 3 83 159 1760 32 83 1880 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 4 58 94 3 83 159 1760 32 83 1880 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 82 4 58 94 3 83 159 1760 32 83 1880 38 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.95 0.05 1.00 1.57 0.05 1.38 2.00 2.95 0.05 1.00 3.00 1.00 Final Sat.: 1621 79 1700 2663 85 2352 3400 5009 91 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat:0.05 0.05 0.03 0.04 0.04 0.04 0.05 0.35 0.35 0.05 0.37 0.02 Crit Moves: **************** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project PM Tue Jul 2, 2019 11:05:45 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Winners/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.591 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 28 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control:Permitted Permitted Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 48 2 50 32 0 46 110 1728 10 38 1785 6 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 48 2 50 32 0 46 110 1728 10 38 1785 6 Added Vol: 0 0 0 40 0 0 59 34 0 0 88 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 48 2 50 72 0 46 169 1762 10 38 1873 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 48 2 50 72 0 46 169 1762 10 38 1873 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 48 2 50 72 0 46 169 1762 10 38 1873 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 48 2 50 72 0 46 169 1762 10 38 1873 6 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane:1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.04 0.96 1.00 0.00 1.00 1.00 2.98 0.02 1.00 2.99 0.01 Final Sat.: 1700 65 1635 1700 0 1700 1700 5071 29 1700 5084 16 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.04 0.00 0.03 0.10 0.35 0.35 0.02 0.37 0.37 Crit Moves: **** ************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project PM Tue Jul 2, 2019 11:05:45 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #15 Walker/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.691 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 36 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 1 0 1 1 0 0 2 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 27 15 4 596 1 213 312 1600 5 0 1726 602 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 15 4 596 1 213 312 1600 5 0 1726 602 Added Vol: 0 0 0 0 0 26 23 51 0 0 62 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 27 15 4 596 1 239 335 1651 5 0 1788 602 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 27 15 4 596 1 239 335 1651 5 0 1788 602 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 27 15 4 596 1 239 335 1651 5 0 1788 602 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 27 15 4 596 1 239 335 1651 5 0 1788 602 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.83 0.17 1.99 0.01 2.00 2.00 2.99 0.01 1.00 3.00 1.00 Final Sat.: 1700 1404 296 3394 6 3400 3400 5085 15 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.01 0.01 0.18 0.18 0.07 0.10 0.32 0.32 0.00 0.35 0.35 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project PM Tue Jul 2, 2019 11:05:45 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #16 Valleyview/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.758 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 44 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 3 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 665 1474 176 228 1351 230 246 1063 1005 325 998 217 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 665 1474 176 228 1351 230 246 1063 1005 325 998 217 Added Vol: 27 0 0 0 0 18 15 15 21 0 18 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 692 1474 176 228 1351 248 261 1078 1026 325 1016 217 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 692 1474 176 228 1351 248 261 1078 0 325 1016 217 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 692 1474 176 228 1351 248 261 1078 0 325 1016 217 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 692 1474 176 228 1351 248 261 1078 0 325 1016 217 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 3.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 5100 5100 1700 3400 5100 1700 3400 5100 1700 3400 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.29 0.10 0.07 0.26 0.15 0.08 0.21 0.00 0.10 0.20 0.13 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project PM Tue Jul 2, 2019 11:05:45 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #17 Valleyview/Orangewood ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.832 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 60 Level Of Service:D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 2 0 3 0 1 1 0 1 1 0 1 0 0 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 19 1925 100 579 2104 136 112 37 22 87 42 445 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 1925 100 579 2104 136 112 37 22 87 42 445 Added Vol: 0 27 0 0 21 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 19 1952 100 579 2125 136 112 37 22 87 42 445 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 1952 100 579 2125 136 112 37 22 87 42 445 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 1952 100 579 2125 136 112 37 22 87 42 445 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 1952 100 579 2125 136 112 37 22 87 42 445 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.85 0.15 2.00 3.00 1.00 1.00 1.25 0.75 1.00 0.17 1.83 Final Sat.: 1700 4851 249 3400 5100 1700 1700 2132 1268 1700 293 3107 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.40 0.40 0.17 0.42 0.08 0.07 0.02 0.02 0.05 0.14 0.14 Crit Moves: **** ************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing plus Project PM Tue Jul 2, 2019 11:05:45 Page 20-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #19 Los Alamitos/Fraquhar ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.621 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 30 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 1 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1554 165 129 1487 0 0 0 0 392 0 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1554 165 129 1487 0 0 0 0 392 0 136 Added Vol: 0 13 0 0 11 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1567 165 129 1498 0 0 0 0 392 0 136 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1567 165 129 1498 0 0 0 0 392 0 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1567 165 129 1498 0 0 0 0 392 0 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1567 165 129 1498 0 0 0 0 392 0 136 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.71 0.29 1.00 3.00 0.00 0.00 0.00 0.00 1.48 0.00 0.52 Final Sat.: 0 4614 486 1700 5100 0 0 0 0 2524 0 876 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.34 0.34 0.08 0.29 0.00 0.00 0.00 0.00 0.16 0.00 0.16 Crit Moves: **** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening AM Tue Jul 2, 2019 11:17:13 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 Los Alamitos/Cerritos C xxxxx 0.714 C xxxxx 0.725 + 0.011 V/C # 2 Bloomfield/Cerritos C xxxxx 0.703 C xxxxx 0.707 + 0.004 V/C # 3 Denni/Cerritos B xxxxx 0.602 B xxxxx 0.626 + 0.024 V/C # 4 Moody/Cerritos A xxxxx 0.580 A xxxxx 0.594 + 0.014 V/C # 5 Walker/Cerritos B xxxxx 0.690 C xxxxx 0.711 + 0.021 V/C # 6 Valleyview/Cerritos C xxxxx 0.742 C xxxxx 0.755 + 0.013 V/C # 7 I-605 NB Ramps/Katella A xxxxx 0.500 A xxxxx 0.503 + 0.004 V/C # 8 Walnut-Wallingsford/Katella D xxxxx 0.823 D xxxxx 0.828 + 0.005 V/C # 9 Los Alamitos/Katella C xxxxx 0.755 C xxxxx 0.764 + 0.008 V/C # 10 Bloomfield/Katella D xxxxx 0.830 D xxxxx 0.838 + 0.008 V/C # 11 Lexington/Katella A xxxxx 0.587 B xxxxx 0.613 + 0.026 V/C # 12 Cottonwood/Katella A xxxxx 0.375 A xxxxx 0.392 + 0.016 V/C # 13 Siboney/Katella A xxxxx 0.468 A xxxxx 0.520 + 0.053 V/C # 14 Winners/Katella A xxxxx 0.401 A xxxxx 0.424 + 0.023 V/C # 15 Walker/Katella B xxxxx 0.667 B xxxxx 0.695 + 0.028 V/C # 16 Valleyview/Katella C xxxxx 0.733 C xxxxx 0.756 + 0.022 V/C # 17 Valleyview/Orangewood C xxxxx 0.795 D xxxxx 0.805 + 0.011 V/C # 19 Los Alamitos/Fraquhar B xxxxx 0.622 B xxxxx 0.624 + 0.002 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening AM Tue Jul 2, 2019 11:17:13 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Los Alamitos/Cerritos ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.725 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 40 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 178 621 335 94 753 90 130 800 129 247 706 138 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 181 630 340 95 764 91 132 812 131 251 717 140 Added Vol: 10 13 2 0 11 1 4 9 22 3 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 191 643 342 95 775 92 136 821 153 254 720 140 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 191 643 342 95 775 92 136 821 153 254 720 140 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 191 643 342 95 775 92 136 821 153 254 720 140 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 191 643 342 95 775 92 136 821 153 254 720 140 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3400 3400 1700 1700 3400 1700 1700 3400 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.19 0.20 0.06 0.23 0.05 0.08 0.24 0.09 0.15 0.21 0.08 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening AM Tue Jul 2, 2019 11:17:13 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Bloomfield/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.707 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 38 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 121 312 192 168 569 90 31 826 115 172 724 100 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 123 317 195 171 578 91 31 838 117 175 735 101 Added Vol: 0 5 0 0 5 0 0 10 0 0 6 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 123 322 195 171 583 91 31 848 117 175 741 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 123 322 195 171 583 91 31 848 117 175 741 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 123 322 195 171 583 91 31 848 117 175 741 101 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 123 322 195 171 583 91 31 848 117 175 741 102 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.25 0.75 1.00 1.73 0.27 1.00 1.76 0.24 1.00 1.76 0.24 Final Sat.: 1700 2117 1283 1700 2939 461 1700 2989 411 1700 2990 410 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.15 0.15 0.10 0.20 0.20 0.02 0.28 0.28 0.10 0.25 0.25 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening AM Tue Jul 2, 2019 11:17:13 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Denni/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.626 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 31 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Prot+Permit Prot+Permit Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 23 79 49 239 153 128 63 845 86 112 793 137 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 23 80 50 243 155 130 64 858 87 114 805 139 Added Vol: 1 18 15 0 21 0 0 9 1 3 6 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 24 98 65 243 176 130 64 867 88 117 811 139 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 24 98 65 243 176 130 64 867 88 117 811 139 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 24 98 65 243 176 130 64 867 88 117 811 139 PCE Adj:1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 24 98 65 243 176 130 64 867 88 117 811 139 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.13 0.52 0.35 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.71 0.29 Final Sat.: 221 891 588 1700 1700 1700 1700 3400 1700 1700 2902 498 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.11 0.11 0.14 0.10 0.08 0.04 0.25 0.05 0.07 0.28 0.28 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening AM Tue Jul 2, 2019 11:17:13 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Moody/Cerritos ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.594 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 29 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 1 0 1 1 0 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 1 2 1 583 3 206 71 1065 2 0 869 174 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 1 2 1 592 3 209 72 1081 2 0 882 177 Added Vol: 0 0 0 19 0 1 6 19 0 0 5 12 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 2 1 611 3 210 78 1100 2 0 887 189 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 2 1 611 3 210 78 1100 2 0 887 189 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 2 1 611 3 210 78 1100 2 0 887 189 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 2 1 611 3 210 78 1100 2 0 887 189 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.50 1.00 0.50 1.99 0.01 1.00 1.00 1.99 0.01 1.00 1.65 0.35 Final Sat.: 850 1700 850 3383 17 1700 1700 3394 6 1700 2804 596 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.18 0.18 0.12 0.05 0.32 0.32 0.00 0.32 0.32 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening AM Tue Jul 2, 2019 11:17:13 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Walker/Cerritos ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.711 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 38 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 0 1 1 0 1 1 0 1 0 3 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 104 241 53 166 750 70 20 1139 490 120 841 106 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 106 245 54 168 761 71 20 1156 497 122 854 108 Added Vol: 12 16 0 0 20 0 1 18 19 1 5 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 118 261 54 168 781 71 21 1174 516 123 859 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 118 261 54 168 781 71 21 1174 516 123 859 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 118 261 54 168 781 71 21 1174 516 123 859 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 118 261 54 168 781 71 21 1174 516 123 859 108 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 1.83 0.17 1.00 3.00 1.00 1.00 2.00 1.00 Final Sat.: 3400 3400 1700 1700 3117 283 1700 5100 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.08 0.03 0.10 0.25 0.25 0.01 0.23 0.30 0.07 0.25 0.06 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening AM Tue Jul 2, 2019 11:17:13 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Valleyview/Cerritos ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.755 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 44 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 2 0 3 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 157 1223 44 111 1342 270 97 639 469 170 732 147 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 159 1241 45 113 1362 274 98 649 476 173 743 149 Added Vol: 1 35 8 0 45 1 7 9 2 9 6 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 160 1276 53 113 1407 275 105 658 478 182 749 149 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 160 1276 53 113 1407 275 105 658 478 182 749 149 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 160 1276 53 113 1407 275 105 658 478 182 749 149 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 160 1276 53 113 1407 275 105 658 478 182 749 149 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 2.00 1.67 0.33 Final Sat.: 1700 5100 1700 1700 5100 1700 3400 5100 1700 3400 2835 565 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.25 0.03 0.07 0.28 0.16 0.03 0.13 0.28 0.05 0.26 0.26 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening AM Tue Jul 2, 2019 11:17:13 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 I-605 NB Ramps/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.503 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 24 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ignore Ignore Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 1 0 0 0 0 1 1 0 2 0 0 0 0 2 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 1067 0 0 398 118 1507 0 0 1454 833 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 0 0 1083 0 0 404 120 1530 0 0 1476 845 Added Vol: 0 0 23 0 0 0 0 12 0 0 28 10 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 1106 0 0 404 120 1542 0 0 1504 855 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 0 0 0 120 1542 0 0 1504 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 120 1542 0 0 1504 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 0 0 0 120 1542 0 0 1504 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 1.00 0.00 0.00 1.00 1.00 2.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 1700 0 0 1700 1700 3400 0 0 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.45 0.00 0.00 0.29 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening AM Tue Jul 2, 2019 11:17:13 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Walnut-Wallingsford/Katella ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.828 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 58 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1! 0 0 1 0 1 0 1 1 0 3 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 548 159 118 18 140 30 17 1901 338 182 1671 15 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 556 161 120 18 142 30 17 1930 343 185 1696 15 Added Vol: 0 0 0 2 0 0 0 34 0 0 34 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 556 161 120 20 142 30 17 1964 343 185 1730 15 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 556 161 120 20 142 30 17 1964 343 185 1730 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 556 161 120 20 142 30 17 1964 343 185 1730 15 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 556 161 120 20 142 30 17 1964 343 185 1730 15 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.33 0.38 0.29 1.00 1.00 1.00 1.00 3.41 0.59 1.00 3.00 1.00 Final Sat.: 2258 655 486 1700 1700 1700 1700 5789 1011 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.25 0.25 0.25 0.01 0.08 0.02 0.01 0.34 0.34 0.11 0.34 0.01 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening AM Tue Jul 2, 2019 11:17:13 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Los Alamitos/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.764 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 45 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Ovl Ovl Ovl Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 388 939 433 155 937 185 169 1538 255 325 1229 84 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 394 953 439 157 951 188 172 1561 259 330 1247 85 Added Vol: 0 6 3 12 12 12 11 25 0 3 22 10 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 394 959 442 169 963 200 183 1586 259 333 1269 95 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 394 959 442 169 963 200 183 1586 259 333 1269 95 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 394 959 442 169 963 200 183 1586 259 333 1269 95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 394 959 442 169 963 200 183 1586 259 333 1269 95 OvlAdjVol:276 109 62 11 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3400 5100 1700 3400 5100 1700 3400 5100 1700 3400 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.19 0.26 0.05 0.19 0.12 0.05 0.31 0.15 0.10 0.25 0.06 OvlAdjV/S:0.16 0.06 0.04 0.01 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening AM Tue Jul 2, 2019 11:17:13 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Bloomfield/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.838 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 61 Level Of Service:D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 88 357 12 179 190 401 323 1591 41 30 1239 245 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 89 362 12 182 193 407 328 1615 42 30 1258 249 Added Vol: 1 1 1 4 1 0 0 40 1 1 35 4 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 90 363 13 186 194 407 328 1655 43 31 1293 253 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 90 363 13 186 194 407 328 1655 43 31 1293 253 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 90 363 13 186 194 407 328 1655 43 31 1293 253 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 90 363 13 186 194 407 328 1655 43 31 1293 253 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.93 0.07 1.00 1.00 1.00 1.00 2.92 0.08 1.00 2.51 0.49 Final Sat.: 1700 3281 119 1700 1700 1700 1700 4972 128 1700 4266 834 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.11 0.11 0.11 0.11 0.24 0.19 0.33 0.33 0.02 0.30 0.30 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening AM Tue Jul 2, 2019 11:17:13 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Lexington/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.613 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 30 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1! 0 0 2 0 3 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 82 39 132 114 0 140 109 1604 106 118 1453 95 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 83 40 134 116 0 142 111 1628 108 120 1475 96 Added Vol: 0 1 0 20 0 1 0 59 0 5 52 31 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 83 41 134 136 0 143 111 1687 108 125 1527 127 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj:1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 83 41 134 136 0 143 111 1687 108 125 1527 127 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 83 41 134 136 0 143 111 1687 108 125 1527 127 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 83 41 134 136 0 143 111 1687 108 125 1527 127 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 0.00 1.00 2.00 3.00 1.00 1.00 2.77 0.23 Final Sat.: 1700 1700 1700 1700 0 1700 3400 5100 1700 1700 4707 393 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.02 0.08 0.08 0.00 0.08 0.03 0.33 0.06 0.07 0.32 0.32 Crit Moves:**** ******** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening AM Tue Jul 2, 2019 11:17:13 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Cottonwood/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.392 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 20 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 1! 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 7 0 3 6 1635 0 0 1539 7 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 0 0 0 7 0 3 6 1660 0 0 1562 7 Added Vol: 0 0 0 0 0 0 0 84 0 0 88 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 7 0 3 6 1744 0 0 1650 7 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 7 0 3 6 1744 0 0 1650 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 7 0 3 6 1744 0 0 1650 7 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 7 0 3 6 1744 0 0 1650 7 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes:0.00 0.00 0.00 1.40 0.00 0.60 1.00 3.00 0.00 0.00 2.99 0.01 Final Sat.: 0 0 0 2380 0 1020 1700 5100 0 0 5078 22 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.34 0.00 0.00 0.32 0.32 Crit Moves:******** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening AM Tue Jul 2, 2019 11:17:14 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Siboney/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.520 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 25 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 1 0 1! 0 1 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 42 2 61 36 0 12 124 1697 31 27 1675 16 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 43 2 62 37 0 12 126 1722 31 27 1700 16 Added Vol: 0 0 0 0 0 0 31 78 0 81 95 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 43 2 62 37 0 12 157 1800 31 108 1795 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 2 62 37 0 12 157 1800 31 108 1795 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 2 62 37 0 12 157 1800 31 108 1795 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 2 62 37 0 12 157 1800 31 108 1795 16 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.95 0.05 1.00 2.00 0.00 1.00 2.00 2.95 0.05 1.00 3.00 1.00 Final Sat.: 1623 77 1700 3400 0 1700 3400 5012 88 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.04 0.01 0.00 0.01 0.05 0.36 0.36 0.06 0.35 0.01 Crit Moves:**** ******** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening AM Tue Jul 2, 2019 11:17:14 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Winners/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.424 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 21 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control:Permitted Permitted Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 9 1 6 4 2 2 21 1478 57 63 1577 6 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 9 1 6 4 2 2 21 1500 58 64 1601 6 Added Vol: 0 0 0 0 0 0 30 117 0 0 140 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 9 1 6 4 2 2 51 1617 58 64 1741 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 9 1 6 4 2 2 51 1617 58 64 1741 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 9 1 6 4 2 2 51 1617 58 64 1741 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 9 1 6 4 2 2 51 1617 58 64 1741 6 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.14 0.86 1.00 0.50 0.50 1.00 2.90 0.10 1.00 2.99 0.01 Final Sat.: 1700 243 1457 1700 850 850 1700 4924 176 1700 5082 18 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.00 0.00 0.00 0.00 0.00 0.03 0.33 0.33 0.04 0.34 0.34 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening AM Tue Jul 2, 2019 11:17:14 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #15 Walker/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.695 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 37 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 1 0 1 1 0 0 2 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 3 0 0 790 11 172 215 1526 14 13 1568 365 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 3 0 0 802 11 175 218 1549 14 13 1592 370 Added Vol: 0 0 0 0 0 40 28 89 0 0 100 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 3 0 0 802 11 215 246 1638 14 13 1692 370 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 3 0 0 802 11 215 246 1638 14 13 1692 370 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 0 0 802 11 215 246 1638 14 13 1692 370 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 0 0 802 11 215 246 1638 14 13 1692 370 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.97 0.03 2.00 2.00 2.97 0.03 1.00 3.00 1.00 Final Sat.: 1700 1700 0 3353 47 3400 3400 5056 44 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.24 0.24 0.06 0.07 0.32 0.32 0.01 0.33 0.22 Crit Moves: **************** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening AM Tue Jul 2, 2019 11:17:14 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #16 Valleyview/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.756 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 44 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 3 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 822 1498 272 186 1087 207 234 956 689 202 1174 140 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 834 1520 276 189 1103 210 238 970 699 205 1192 142 Added Vol: 33 3 2 0 4 51 41 18 30 3 16 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 867 1523 278 189 1107 261 279 988 729 208 1208 142 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 867 1523 278 189 1107 261 279 988 0 208 1208 142 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 867 1523 278 189 1107 261 279 988 0 208 1208 142 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 867 1523 278 189 1107 261 279 988 0 208 1208 142 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 3.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 5100 5100 1700 3400 5100 1700 3400 5100 1700 3400 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.17 0.30 0.16 0.06 0.22 0.15 0.08 0.19 0.00 0.06 0.24 0.08 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening AM Tue Jul 2, 2019 11:17:14 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #17 Valleyview/Orangewood ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.805 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 53 Level Of Service:D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 2 0 3 0 1 1 0 1 1 0 1 0 0 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 10 2027 63 253 1711 47 132 40 20 103 22 562 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 10 2057 64 257 1737 48 134 41 20 105 22 570 Added Vol: 0 29 0 8 29 0 0 0 0 0 0 9 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 10 2086 64 265 1766 48 134 41 20 105 22 579 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 2086 64 265 1766 48 134 41 20 105 22 579 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 2086 64 265 1766 48 134 41 20 105 22 579 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 2086 64 265 1766 48 134 41 20 105 22 579 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.91 0.09 2.00 3.00 1.00 1.00 1.33 0.67 1.00 0.07 1.93 Final Sat.: 1700 4948 152 3400 5100 1700 1700 2267 1133 1700 126 3274 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.42 0.42 0.08 0.35 0.03 0.08 0.02 0.02 0.06 0.18 0.18 Crit Moves: **************** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening AM Tue Jul 2, 2019 11:17:14 Page 20-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #19 Los Alamitos/Fraquhar ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.624 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 31 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 1 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1712 166 122 1224 0 0 0 0 315 0 106 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 0 1738 168 124 1242 0 0 0 0 320 0 108 Added Vol: 0 8 0 0 15 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1746 168 124 1257 0 0 0 0 320 0 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1746 168 124 1257 0 0 0 0 320 0 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1746 168 124 1257 0 0 0 0 320 0 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1746 168 124 1257 0 0 0 0 320 0 108 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.74 0.26 1.00 3.00 0.00 0.00 0.00 0.00 1.49 0.01 0.50 Final Sat.: 0 4651 449 1700 5100 0 0 0 0 2544 0 856 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.38 0.38 0.07 0.25 0.00 0.00 0.00 0.00 0.13 0.00 0.13 Crit Moves: **** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Opening PM Tue Jul 2, 2019 11:19:40 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 Los Alamitos/Cerritos C xxxxx 0.756 C xxxxx 0.770 + 0.014 V/C # 2 Bloomfield/Cerritos C xxxxx 0.750 C xxxxx 0.757 + 0.007 V/C # 3 Denni/Cerritos C xxxxx 0.762 D xxxxx 0.812 + 0.051 V/C # 4 Moody/Cerritos C xxxxx 0.766 C xxxxx 0.782 + 0.016 V/C # 5 Walker/Cerritos C xxxxx 0.740 C xxxxx 0.755 + 0.016 V/C # 6 Valleyview/Cerritos D xxxxx 0.846 D xxxxx 0.861 + 0.015 V/C # 7 I-605 NB Ramps/Katella A xxxxx 0.598 B xxxxx 0.602 + 0.004 V/C # 8 Walnut-Wallingsford/Katella C xxxxx 0.721 C xxxxx 0.726 + 0.005 V/C # 9 Los Alamitos/Katella C xxxxx 0.755 C xxxxx 0.766 + 0.011 V/C # 10 Bloomfield/Katella C xxxxx 0.752 C xxxxx 0.762 + 0.010 V/C # 11 Lexington/Katella A xxxxx 0.600 B xxxxx 0.623 + 0.023 V/C # 12 Cottonwood/Katella A xxxxx 0.453 A xxxxx 0.470 + 0.017 V/C # 13 Siboney/Katella A xxxxx 0.531 A xxxxx 0.556 + 0.024 V/C # 14 Winners/Katella A xxxxx 0.528 A xxxxx 0.560 + 0.032 V/C # 15 Walker/Katella B xxxxx 0.697 C xxxxx 0.703 + 0.006 V/C # 16 Valleyview/Katella C xxxxx 0.760 C xxxxx 0.771 + 0.011 V/C # 17 Valleyview/Orangewood D xxxxx 0.838 D xxxxx 0.848 + 0.010 V/C # 19 Los Alamitos/Fraquhar B xxxxx 0.627 B xxxxx 0.630 + 0.003 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening PM Tue Jul 2, 2019 11:19:40 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Los Alamitos/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.770 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 46 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 261 803 409 84 542 66 129 801 165 296 798 115 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 265 815 415 85 550 67 131 813 167 300 810 117 Added Vol: 22 10 3 0 13 4 2 21 18 3 17 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 287 825 418 85 563 71 133 834 185 303 827 117 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 287 825 418 85 563 71 133 834 185 303 827 117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 287 825 418 85 563 71 133 834 185 303 827 117 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 287 825 418 85 563 71 133 834 185 303 827 117 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3400 3400 1700 1700 3400 1700 1700 3400 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.24 0.25 0.05 0.17 0.04 0.08 0.25 0.11 0.18 0.24 0.07 Crit Moves:**** ******** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening PM Tue Jul 2, 2019 11:19:40 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Bloomfield/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.757 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 44 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 108 514 158 61 285 99 159 1104 104 98 1055 177 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 110 522 160 62 289 100 161 1121 106 99 1071 180 Added Vol: 0 4 0 0 5 0 0 24 0 0 19 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 110 526 160 62 294 100 161 1145 106 99 1090 180 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 110 526 160 62 294 100 161 1145 106 99 1090 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 110 526 160 62 294 100 161 1145 106 99 1090 180 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 110 526 160 62 294 100 161 1145 106 99 1090 180 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.53 0.47 1.00 1.49 0.51 1.00 1.83 0.17 1.00 1.72 0.28 Final Sat.: 1700 2605 795 1700 2535 865 1700 3113 287 1700 2919 481 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.20 0.20 0.04 0.12 0.12 0.09 0.37 0.37 0.06 0.37 0.37 Crit Moves: **** ************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening PM Tue Jul 2, 2019 11:19:40 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Denni/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.812 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 55 Level Of Service:D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Prot+Permit Prot+Permit Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 56 180 77 95 78 81 123 1192 33 49 1113 209 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 57 183 78 96 79 82 125 1210 33 50 1130 212 Added Vol: 9 25 27 0 37 0 0 8 16 18 11 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 66 208 105 96 116 82 125 1218 49 68 1141 212 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 66 208 105 96 116 82 125 1218 49 68 1141 212 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 208 105 96 116 82 125 1218 49 68 1141 212 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 66 208 105 96 116 82 125 1218 49 68 1141 212 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.17 0.55 0.28 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.69 0.31 Final Sat.: 296 932 472 1700 1700 1700 1700 3400 1700 1700 2867 533 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.22 0.22 0.22 0.06 0.07 0.05 0.07 0.36 0.03 0.04 0.40 0.40 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening PM Tue Jul 2, 2019 11:19:40 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Moody/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.782 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 49 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Prot+Permit Prot+Permit Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 1 0 1 1 0 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 3 0 0 250 0 151 224 1131 1 0 1228 416 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 3 0 0 254 0 153 227 1148 1 0 1246 422 Added Vol: 0 0 0 14 0 2 8 25 0 0 28 6 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 3 0 0 268 0 155 235 1173 1 0 1274 428 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 3 0 0 268 0 155 235 1173 1 0 1274 428 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 0 0 268 0 155 235 1173 1 0 1274 428 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 0 0 268 0 155 235 1173 1 0 1274 428 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 2.00 0.00 1.00 1.00 1.99 0.01 1.00 1.50 0.50 Final Sat.: 1700 1700 0 3400 0 1700 1700 3397 3 1700 2545 855 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.08 0.00 0.09 0.14 0.35 0.35 0.00 0.50 0.50 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening PM Tue Jul 2, 2019 11:19:40 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Walker/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.755 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 44 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 0 1 1 0 1 1 0 1 0 3 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 502 737 213 106 449 46 95 1068 237 93 1124 157 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 510 748 216 108 456 47 96 1084 241 94 1141 159 Added Vol: 6 13 0 0 15 0 2 24 14 2 28 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 516 761 216 108 471 47 98 1108 255 96 1169 159 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 516 761 216 108 471 47 98 1108 255 96 1169 159 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 516 761 216 108 471 47 98 1108 255 96 1169 159 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 516 761 216 108 471 47 98 1108 255 96 1169 159 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 1.82 0.18 1.00 3.00 1.00 1.00 2.00 1.00 Final Sat.: 3400 3400 1700 1700 3093 307 1700 5100 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.22 0.13 0.06 0.15 0.15 0.06 0.22 0.15 0.06 0.34 0.09 Crit Moves: ******** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening PM Tue Jul 2, 2019 11:19:40 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Valleyview/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.861 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service:D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 2 0 3 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 345 1893 224 146 1059 201 317 854 280 100 667 128 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 350 1921 227 148 1075 204 322 867 284 101 677 130 Added Vol: 2 29 6 0 38 2 7 15 1 7 26 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 352 1950 233 148 1113 206 329 882 285 108 703 130 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 352 1950 233 148 1113 206 329 882 285 108 703 130 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 352 1950 233 148 1113 206 329 882 285 108 703 130 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 352 1950 233 148 1113 206 329 882 285 109 703 130 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 2.00 1.69 0.31 Final Sat.: 1700 5100 1700 1700 5100 1700 3400 5100 1700 3400 2870 530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.38 0.14 0.09 0.22 0.12 0.10 0.17 0.17 0.03 0.24 0.24 Crit Moves: **** ************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening PM Tue Jul 2, 2019 11:19:40 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 I-605 NB Ramps/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.602 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 29 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Ignore Ignore Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 1 0 0 0 0 1 1 0 2 0 0 0 0 2 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 742 0 0 159 184 1835 0 0 1675 846 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 0 0 753 0 0 161 187 1863 0 0 1700 859 Added Vol: 0 0 26 0 0 0 0 14 0 0 25 8 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 779 0 0 161 187 1877 0 0 1725 867 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 0 0 0 187 1877 0 0 1725 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 187 1877 0 0 1725 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 0 0 0 187 1877 0 0 1725 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 1.00 0.00 0.00 1.00 1.00 2.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 1700 0 0 1700 1700 3400 0 0 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.55 0.00 0.00 0.34 0.00 Crit Moves:**** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening PM Tue Jul 2, 2019 11:19:40 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Walnut-Wallingsford/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.726 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 40 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1! 0 0 1 0 1 0 1 1 0 3 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 307 74 160 19 66 60 25 2057 365 182 2079 11 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 312 75 162 19 67 61 25 2088 370 185 2110 11 Added Vol: 0 0 0 1 0 0 1 36 0 0 31 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 312 75 162 20 67 61 26 2124 370 185 2141 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 312 75 162 20 67 61 26 2124 370 185 2141 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 312 75 162 20 67 61 26 2124 370 185 2141 13 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 312 75 162 20 67 61 26 2124 370 185 2141 13 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.14 0.27 0.59 1.00 1.00 1.00 1.00 3.41 0.59 1.00 3.00 1.00 Final Sat.: 1929 465 1006 1700 1700 1700 1700 5790 1010 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.16 0.01 0.04 0.04 0.02 0.37 0.37 0.11 0.42 0.01 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening PM Tue Jul 2, 2019 11:19:40 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Los Alamitos/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.766 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 46 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Ovl Ovl Ovl Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 456 878 366 137 965 219 255 1438 493 302 1514 95 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 463 891 371 139 979 222 259 1460 500 307 1537 96 Added Vol: 0 13 3 10 8 13 16 21 0 3 20 11 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 463 904 374 149 987 235 275 1481 500 310 1557 107 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 463 904 374 149 987 235 275 1481 500 310 1557 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 463 904 374 149 987 235 275 1481 500 310 1557 107 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 463 904 374 149 987 235 275 1481 500 310 1557 107 OvlAdjVol:220 98 269 33 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3400 5100 1700 3400 5100 1700 3400 5100 1700 3400 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.18 0.22 0.04 0.19 0.14 0.08 0.29 0.29 0.09 0.31 0.06 OvlAdjV/S:0.13 0.06 0.16 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening PM Tue Jul 2, 2019 11:19:40 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Bloomfield/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.762 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 45 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 46 105 25 171 160 181 279 1614 77 59 1747 235 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 47 107 25 174 162 184 283 1638 78 60 1773 239 Added Vol: 1 1 1 3 1 0 0 34 1 1 35 3 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 48 108 26 177 163 184 283 1672 79 61 1808 242 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 48 108 26 177 163 184 283 1672 79 61 1808 242 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 48 108 26 177 163 184 283 1672 79 61 1808 242 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 48 108 26 177 163 184 283 1672 79 61 1808 242 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.61 0.39 1.00 1.00 1.00 1.00 2.86 0.14 1.00 2.65 0.35 Final Sat.: 1700 2731 669 1700 1700 1700 1700 4869 231 1700 4499 601 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.04 0.04 0.10 0.10 0.11 0.17 0.34 0.34 0.04 0.40 0.40 Crit Moves: **** ************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening PM Tue Jul 2, 2019 11:19:40 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Lexington/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.623 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 30 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1! 0 0 2 0 3 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 94 55 161 126 0 107 105 1524 72 124 1674 99 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 95 56 163 128 0 109 107 1547 73 126 1699 100 Added Vol: 0 10 0 16 5 1 1 52 0 6 52 30 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 95 66 163 144 5 110 108 1599 73 132 1751 130 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 66 163 144 5 110 108 1599 73 132 1751 130 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 66 163 144 5 110 108 1599 73 132 1751 130 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 95 66 163 144 5 110 108 1599 73 132 1751 130 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.11 0.04 0.85 2.00 3.00 1.00 1.00 2.79 0.21 Final Sat.: 1700 1700 1700 1893 66 1442 3400 5100 1700 1700 4746 354 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.04 0.10 0.08 0.08 0.08 0.03 0.31 0.04 0.08 0.37 0.37 Crit Moves:**** ************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening PM Tue Jul 2, 2019 11:19:40 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Cottonwood/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.470 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 22 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 1! 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 14 0 9 28 1836 0 0 1897 8 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 0 0 0 14 0 9 28 1864 0 0 1925 8 Added Vol: 0 0 0 0 0 0 0 74 0 0 88 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 14 0 9 28 1938 0 0 2013 8 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 14 0 9 28 1938 0 0 2013 8 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 14 0 9 28 1938 0 0 2013 8 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 14 0 9 28 1938 0 0 2013 8 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.22 xxxx 0.78 1.00 3.00 0.00 0.00 2.99 0.01 Final Sat.: 0 0 0 2070 0 1330 1700 5100 0 0 5080 20 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.01 0.02 0.38 0.00 0.00 0.40 0.40 Crit Moves:************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening PM Tue Jul 2, 2019 11:19:40 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Siboney/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.556 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 26 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 1 0 1! 0 1 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 82 4 58 75 3 64 129 1701 32 68 1825 38 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 83 4 59 76 3 65 131 1727 32 69 1852 39 Added Vol: 0 0 0 0 0 0 36 72 0 45 90 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 83 4 59 76 3 65 167 1799 32 114 1942 39 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 83 4 59 76 3 65 167 1799 32 114 1942 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 83 4 59 76 3 65 167 1799 32 114 1942 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 83 4 59 76 3 65 167 1799 32 114 1942 39 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.95 0.05 1.00 1.59 0.06 1.35 2.00 2.95 0.05 1.00 3.00 1.00 Final Sat.: 1621 79 1700 2694 108 2299 3400 5010 90 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.05 0.03 0.03 0.03 0.03 0.05 0.36 0.36 0.07 0.38 0.02 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening PM Tue Jul 2, 2019 11:19:40 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Winners/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.560 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 27 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control:Permitted Permitted Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 48 2 50 32 0 46 110 1728 10 38 1785 6 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 49 2 51 32 0 47 112 1754 10 39 1812 6 Added Vol: 0 0 0 0 0 0 16 92 0 0 116 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 49 2 51 32 0 47 128 1846 10 39 1928 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 49 2 51 32 0 47 128 1846 10 39 1928 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 2 51 32 0 47 128 1846 10 39 1928 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 49 2 51 32 0 47 128 1846 10 39 1928 6 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.04 0.96 1.00 0.00 1.00 1.00 2.98 0.02 1.00 2.99 0.01 Final Sat.: 1700 65 1635 1700 0 1700 1700 5072 28 1700 5084 16 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.02 0.00 0.03 0.08 0.36 0.36 0.02 0.38 0.38 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening PM Tue Jul 2, 2019 11:19:40 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #15 Walker/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.703 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 37 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 1 0 1 1 0 0 2 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 27 15 4 596 1 213 312 1600 5 0 1726 602 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 27 15 4 605 1 216 317 1624 5 0 1752 611 Added Vol: 0 0 0 0 0 30 19 73 0 0 85 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 27 15 4 605 1 246 336 1697 5 0 1837 611 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 27 15 4 605 1 246 336 1697 5 0 1837 611 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 27 15 4 605 1 246 336 1697 5 0 1837 611 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 27 15 4 605 1 246 336 1697 5 0 1837 611 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.83 0.17 1.99 0.01 2.00 2.00 2.99 0.01 1.00 3.00 1.00 Final Sat.: 1700 1404 296 3394 6 3400 3400 5085 15 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.01 0.01 0.18 0.18 0.07 0.10 0.33 0.33 0.00 0.36 0.36 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening PM Tue Jul 2, 2019 11:19:40 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #16 Valleyview/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.771 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 47 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 3 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 665 1474 176 228 1351 230 246 1063 1005 325 998 217 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 675 1496 179 231 1371 233 250 1079 1020 330 1013 220 Added Vol: 27 5 4 0 6 40 31 15 27 5 19 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 702 1501 183 231 1377 273 281 1094 1047 335 1032 220 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 702 1501 183 231 1377 273 281 1094 0 335 1032 220 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 702 1501 183 231 1377 273 281 1094 0 335 1032 220 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 702 1501 183 231 1377 273 281 1094 0 335 1032 220 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 3.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 5100 5100 1700 3400 5100 1700 3400 5100 1700 3400 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.29 0.11 0.07 0.27 0.16 0.08 0.21 0.00 0.10 0.20 0.13 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening PM Tue Jul 2, 2019 11:19:40 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #17 Valleyview/Orangewood ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.848 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 64 Level Of Service:D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 2 0 3 0 1 1 0 1 1 0 1 0 0 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 19 1925 100 579 2104 136 112 37 22 87 42 445 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 19 1954 101 588 2136 138 114 38 22 88 43 452 Added Vol: 0 29 0 6 31 0 0 0 0 0 0 7 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 19 1983 101 594 2167 138 114 38 22 88 43 459 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 1983 101 594 2167 138 114 38 22 88 43 459 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 1983 101 594 2167 138 114 38 22 88 43 459 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 1983 102 594 2167 138 114 38 22 88 43 459 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.85 0.15 2.00 3.00 1.00 1.00 1.25 0.75 1.00 0.17 1.83 Final Sat.: 1700 4852 248 3400 5100 1700 1700 2132 1268 1700 289 3111 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.41 0.41 0.17 0.42 0.08 0.07 0.02 0.02 0.05 0.15 0.15 Crit Moves: **** ************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening PM Tue Jul 2, 2019 11:19:40 Page 20-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #19 Los Alamitos/Fraquhar ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.630 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 31 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 1 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1554 165 129 1487 0 0 0 0 392 0 136 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 0 1577 167 131 1509 0 0 0 0 398 0 138 Added Vol: 0 16 0 0 12 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1593 167 131 1521 0 0 0 0 398 0 138 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1593 167 131 1521 0 0 0 0 398 0 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1593 167 131 1521 0 0 0 0 398 0 138 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1593 167 131 1521 0 0 0 0 398 0 138 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.71 0.29 1.00 3.00 0.00 0.00 0.00 0.00 1.48 0.00 0.52 Final Sat.: 0 4615 485 1700 5100 0 0 0 0 2524 0 876 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.35 0.35 0.08 0.30 0.00 0.00 0.00 0.00 0.16 0.00 0.16 Crit Moves: **** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project AM Tue Jul 2, 2019 11:27:58 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 Los Alamitos/Cerritos C xxxxx 0.714 C xxxxx 0.726 + 0.011 V/C # 2 Bloomfield/Cerritos C xxxxx 0.703 C xxxxx 0.707 + 0.004 V/C # 3 Denni/Cerritos B xxxxx 0.602 B xxxxx 0.626 + 0.024 V/C # 4 Moody/Cerritos A xxxxx 0.580 A xxxxx 0.594 + 0.014 V/C # 5 Walker/Cerritos B xxxxx 0.690 C xxxxx 0.714 + 0.024 V/C # 6 Valleyview/Cerritos C xxxxx 0.742 C xxxxx 0.756 + 0.014 V/C # 7 I-605 NB Ramps/Katella A xxxxx 0.500 A xxxxx 0.508 + 0.008 V/C # 8 Walnut-Wallingsford/Katella D xxxxx 0.823 D xxxxx 0.831 + 0.008 V/C # 9 Los Alamitos/Katella C xxxxx 0.755 C xxxxx 0.770 + 0.015 V/C # 10 Bloomfield/Katella D xxxxx 0.830 D xxxxx 0.848 + 0.017 V/C # 11 Lexington/Katella A xxxxx 0.587 B xxxxx 0.620 + 0.034 V/C # 12 Cottonwood/Katella A xxxxx 0.375 A xxxxx 0.399 + 0.023 V/C # 13 Siboney/Katella A xxxxx 0.468 A xxxxx 0.543 + 0.076 V/C # 14 Winners/Katella A xxxxx 0.401 A xxxxx 0.450 + 0.049 V/C # 15 Walker/Katella B xxxxx 0.667 C xxxxx 0.703 +0.036 V/C # 16 Valleyview/Katella C xxxxx 0.733 C xxxxx 0.762 + 0.029 V/C # 17 Valleyview/Orangewood C xxxxx 0.795 D xxxxx 0.808 + 0.013 V/C # 19 Los Alamitos/Fraquhar B xxxxx 0.622 B xxxxx 0.625 + 0.003 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project AM Tue Jul 2, 2019 11:27:58 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Los Alamitos/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.726 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 40 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 178 621 335 94 753 90 130 800 129 247 706 138 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 181 630 340 95 764 91 132 812 131 251 717 140 Added Vol: 10 17 2 0 14 1 4 9 22 3 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 191 647 342 95 778 92 136 821 153 254 720 140 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 191 647 342 95 778 92 136 821 153 254 720 140 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 191 647 342 95 778 92 136 821 153 254 720 140 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 191 647 342 95 778 92 136 821 153 254 720 140 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3400 3400 1700 1700 3400 1700 1700 3400 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.19 0.20 0.06 0.23 0.05 0.08 0.24 0.09 0.15 0.21 0.08 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project AM Tue Jul 2, 2019 11:27:58 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Bloomfield/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X): 0.707 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 38 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 121 312 192 168 569 90 31 826 115 172 724 100 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 123 317 195 171 578 91 31 838 117 175 735 101 Added Vol: 0 5 0 0 5 0 0 10 0 0 6 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 123 322 195 171 583 91 31 848 117 175 741 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 123 322 195 171 583 91 31 848 117 175 741 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 123 322 195 171 583 91 31 848 117 175 741 101 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 123 322 195 171 583 91 31 848 117 175 741 102 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.25 0.75 1.00 1.73 0.27 1.00 1.76 0.24 1.00 1.76 0.24 Final Sat.: 1700 2117 1283 1700 2939 461 1700 2989 411 1700 2990 410 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.15 0.15 0.10 0.20 0.20 0.02 0.28 0.28 0.10 0.25 0.25 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project AM Tue Jul 2, 2019 11:27:58 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Denni/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.626 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 31 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 23 79 49 239 153 128 63 845 86 112 793 137 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 23 80 50 243 155 130 64 858 87 114 805 139 Added Vol: 1 18 15 0 21 0 0 9 1 3 6 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 24 98 65 243 176 130 64 867 88 117 811 139 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 24 98 65 243 176 130 64 867 88 117 811 139 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 24 98 65 243 176 130 64 867 88 117 811 139 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 24 98 65 243 176 130 64 867 88 117 811 139 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.13 0.52 0.35 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.71 0.29 Final Sat.: 221 891 588 1700 1700 1700 1700 3400 1700 1700 2902 498 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.11 0.11 0.14 0.10 0.08 0.04 0.25 0.05 0.07 0.28 0.28 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project AM Tue Jul 2, 2019 11:27:58 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Moody/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.594 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 29 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Prot+Permit Prot+Permit Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 1 0 1 1 0 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 1 2 1 583 3 206 71 1065 2 0 869 174 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 1 2 1 592 3 209 72 1081 2 0 882 177 Added Vol: 0 0 0 19 0 1 6 19 0 0 5 12 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 2 1 611 3 210 78 1100 2 0 887 189 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 2 1 611 3 210 78 1100 2 0 887 189 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 2 1 611 3 210 78 1100 2 0 887 189 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 2 1 611 3 210 78 1100 2 0 887 189 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.50 1.00 0.50 1.99 0.01 1.00 1.00 1.99 0.01 1.00 1.65 0.35 Final Sat.: 850 1700 850 3383 17 1700 1700 3394 6 1700 2804 596 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.18 0.18 0.12 0.05 0.32 0.32 0.00 0.32 0.32 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project AM Tue Jul 2, 2019 11:27:58 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Walker/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.714 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 39 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 0 1 1 0 1 1 0 1 0 3 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 104 241 53 166 750 70 20 1139 490 120 841 106 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 106 245 54 168 761 71 20 1156 497 122 854 108 Added Vol: 12 21 5 0 23 0 1 18 19 5 5 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 118 266 59 168 784 71 21 1174 516 127 859 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 118 266 59 168 784 71 21 1174 516 127 859 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 118 266 59 168 784 71 21 1174 516 127 859 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 118 266 59 168 784 71 21 1174 516 127 859 108 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 1.83 0.17 1.00 3.00 1.00 1.00 2.00 1.00 Final Sat.: 3400 3400 1700 1700 3118 282 1700 5100 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.08 0.03 0.10 0.25 0.25 0.01 0.23 0.30 0.07 0.25 0.06 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project AM Tue Jul 2, 2019 11:27:58 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Valleyview/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.756 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 44 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 2 0 3 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 157 1223 44 111 1342 270 97 639 469 170 732 147 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 159 1241 45 113 1362 274 98 649 476 173 743 149 Added Vol: 1 45 8 0 51 1 7 14 2 9 9 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 160 1286 53 113 1413 275 105 663 478 182 752 149 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 160 1286 53 113 1413 275 105 663 478 182 752 149 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 160 1286 53 113 1413 275 105 663 478 182 752 149 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 160 1286 53 113 1413 275 105 663 478 182 752 149 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 2.00 1.67 0.33 Final Sat.: 1700 5100 1700 1700 5100 1700 3400 5100 1700 3400 2837 563 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.25 0.03 0.07 0.28 0.16 0.03 0.13 0.28 0.05 0.27 0.27 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project AM Tue Jul 2, 2019 11:27:59 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 I-605 NB Ramps/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.508 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 24 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Ignore Ignore Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 1 0 0 0 0 1 1 0 2 0 0 0 0 2 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 1067 0 0 398 118 1507 0 0 1454 833 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 0 0 1083 0 0 404 120 1530 0 0 1476 845 Added Vol: 0 0 29 0 0 0 0 27 0 0 47 23 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 1112 0 0 404 120 1557 0 0 1523 868 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 0 0 0 120 1557 0 0 1523 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 120 1557 0 0 1523 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 0 0 0 120 1557 0 0 1523 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 1.00 0.00 0.00 1.00 1.00 2.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 1700 0 0 1700 1700 3400 0 0 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.46 0.00 0.00 0.30 0.00 Crit Moves:**** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project AM Tue Jul 2, 2019 11:27:59 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Walnut-Wallingsford/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.831 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 59 Level Of Service:D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1! 0 0 1 0 1 0 1 1 0 3 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 548 159 118 18 140 30 17 1901 338 182 1671 15 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 556 161 120 18 142 30 17 1930 343 185 1696 15 Added Vol: 0 0 0 2 0 0 0 55 0 0 67 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 556 161 120 20 142 30 17 1985 343 185 1763 15 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 556 161 120 20 142 30 17 1985 343 185 1763 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 556 161 120 20 142 30 17 1985 343 185 1763 15 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 556 161 120 20 142 30 17 1985 343 185 1763 15 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.33 0.38 0.29 1.00 1.00 1.00 1.00 3.41 0.59 1.00 3.00 1.00 Final Sat.: 2258 655 486 1700 1700 1700 1700 5798 1002 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.25 0.25 0.25 0.01 0.08 0.02 0.01 0.34 0.34 0.11 0.35 0.01 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project AM Tue Jul 2, 2019 11:27:59 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Los Alamitos/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.770 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 46 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Ovl Ovl Ovl Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 388 939 433 155 937 185 169 1538 255 325 1229 84 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 394 953 439 157 951 188 172 1561 259 330 1247 85 Added Vol: 0 6 9 15 12 12 11 46 0 12 55 15 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 394 959 448 172 963 200 183 1607 259 342 1302 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 394 959 448 172 963 200 183 1607 259 342 1302 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 394 959 448 172 963 200 183 1607 259 342 1302 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 394 959 448 172 963 200 183 1607 259 342 1302 100 OvlAdjVol:278 109 62 14 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3400 5100 1700 3400 5100 1700 3400 5100 1700 3400 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.19 0.26 0.05 0.19 0.12 0.05 0.32 0.15 0.10 0.26 0.06 OvlAdjV/S:0.16 0.06 0.04 0.01 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project AM Tue Jul 2, 2019 11:27:59 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Bloomfield/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.848 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 64 Level Of Service:D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 88 357 12 179 190 401 323 1591 41 30 1239 245 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 89 362 12 182 193 407 328 1615 42 30 1258 249 Added Vol: 1 1 1 5 1 0 0 71 1 1 82 4 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 90 363 13 187 194 407 328 1686 43 31 1340 253 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 90 363 13 187 194 407 328 1686 43 31 1340 253 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 90 363 13 187 194 407 328 1686 43 31 1340 253 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 90 363 13 187 194 407 328 1686 43 31 1340 253 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.93 0.07 1.00 1.00 1.00 1.00 2.93 0.07 1.00 2.52 0.48 Final Sat.: 1700 3281 119 1700 1700 1700 1700 4974 126 1700 4291 809 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.11 0.11 0.11 0.11 0.24 0.19 0.34 0.34 0.02 0.31 0.31 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project AM Tue Jul 2, 2019 11:27:59 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Lexington/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.620 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 30 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1! 0 0 2 0 3 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 82 39 132 114 0 140 109 1604 106 118 1453 95 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 83 40 134 116 0 142 111 1628 108 120 1475 96 Added Vol: 0 1 0 22 0 1 0 91 0 5 99 32 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 83 41 134 138 0 143 111 1719 108 125 1574 128 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 83 41 134 138 0 143 111 1719 108 125 1574 128 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 83 41 134 138 0 143 111 1719 108 125 1574 128 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 83 41 134 138 0 143 111 1719 108 125 1574 128 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 0.00 1.00 2.00 3.00 1.00 1.00 2.77 0.23 Final Sat.: 1700 1700 1700 1700 0 1700 3400 5100 1700 1700 4715 385 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.02 0.08 0.08 0.00 0.08 0.03 0.34 0.06 0.07 0.33 0.33 Crit Moves:**** ******** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project AM Tue Jul 2, 2019 11:27:59 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Cottonwood/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.399 Loss Time (sec): 5 Average Delay (sec/veh):xxxxxx Optimal Cycle: 20 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 1! 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 7 0 3 6 1635 0 0 1539 7 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 0 0 0 7 0 3 6 1660 0 0 1562 7 Added Vol: 0 0 0 0 0 0 0 118 0 0 136 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 7 0 3 6 1778 0 0 1698 7 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 7 0 3 6 1778 0 0 1698 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 7 0 3 6 1778 0 0 1698 7 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 7 0 3 6 1778 0 0 1698 7 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.40 0.00 0.60 1.00 3.00 0.00 0.00 2.99 0.01 Final Sat.: 0 0 0 2380 0 1020 1700 5100 0 0 5079 21 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.35 0.00 0.00 0.33 0.33 Crit Moves:******** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project AM Tue Jul 2, 2019 11:27:59 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Siboney/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.543 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 26 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 1 0 1! 0 1 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 42 2 61 36 0 12 124 1697 31 27 1675 16 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 43 2 62 37 0 12 126 1722 31 27 1700 16 Added Vol: 0 0 0 34 0 34 43 100 0 92 110 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 43 2 62 71 0 46 169 1822 31 119 1810 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 2 62 71 0 46 169 1822 31 119 1810 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 2 62 71 0 46 169 1822 31 119 1810 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 2 62 71 0 46 169 1822 31 119 1810 16 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.95 0.05 1.00 1.81 xxxx 1.19 2.00 2.95 0.05 1.00 3.00 1.00 Final Sat.: 1623 77 1700 3082 0 2018 3400 5013 87 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.04 0.02 0.00 0.02 0.05 0.36 0.36 0.07 0.35 0.01 Crit Moves:**** ******** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project AM Tue Jul 2, 2019 11:27:59 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Winners/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.450 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 22 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control:Permitted Permitted Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 9 1 6 4 2 2 21 1478 57 63 1577 6 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 9 1 6 4 2 2 21 1500 58 64 1601 6 Added Vol: 0 0 0 4 0 0 52 162 0 0 174 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 9 1 6 8 2 2 73 1662 58 64 1775 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 9 1 6 8 2 2 73 1662 58 64 1775 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 9 1 6 8 2 2 73 1662 58 64 1775 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 9 1 6 8 2 2 73 1662 58 64 1775 6 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.14 0.86 1.00 0.50 0.50 1.00 2.90 0.10 1.00 2.99 0.01 Final Sat.: 1700 243 1457 1700 850 850 1700 4928 172 1700 5083 17 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.00 0.00 0.00 0.00 0.00 0.04 0.34 0.34 0.04 0.35 0.35 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project AM Tue Jul 2, 2019 11:27:59 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #15 Walker/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.703 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 37 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 1 0 1 1 0 0 2 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 3 0 0 790 11 172 215 1526 14 13 1568 365 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 3 0 0 802 11 175 218 1549 14 13 1592 370 Added Vol: 0 0 0 0 0 48 38 127 0 0 127 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 3 0 0 802 11 223 256 1676 14 13 1719 370 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 3 0 0 802 11 223 256 1676 14 13 1719 370 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 0 0 802 11 223 256 1676 14 13 1719 370 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 0 0 802 11 223 256 1676 14 13 1719 370 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.97 0.03 2.00 2.00 2.97 0.03 1.00 3.00 1.00 Final Sat.: 1700 1700 0 3353 47 3400 3400 5057 43 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.24 0.24 0.07 0.08 0.33 0.33 0.01 0.34 0.22 Crit Moves: **************** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project AM Tue Jul 2, 2019 11:27:59 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #16 Valleyview/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.762 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 45 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 3 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 822 1498 272 186 1087 207 234 956 689 202 1174 140 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 834 1520 276 189 1103 210 238 970 699 205 1192 142 Added Vol: 45 3 2 0 4 58 50 28 49 3 23 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 879 1523 278 189 1107 268 288 998 748 208 1215 142 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 879 1523 278 189 1107 268 288 998 0 208 1215 142 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 879 1523 278 189 1107 268 288 998 0 208 1215 142 PCE Adj:1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 879 1523 278 189 1107 268 288 998 0 208 1215 142 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 3.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 5100 5100 1700 3400 5100 1700 3400 5100 1700 3400 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.17 0.30 0.16 0.06 0.22 0.16 0.08 0.20 0.00 0.06 0.24 0.08 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project AM Tue Jul 2, 2019 11:27:59 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #17 Valleyview/Orangewood ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.808 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 54 Level Of Service:D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 2 0 3 0 1 1 0 1 1 0 1 0 0 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 10 2027 63 253 1711 47 132 40 20 103 22 562 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 10 2057 64 257 1737 48 134 41 20 105 22 570 Added Vol: 0 42 0 8 47 0 0 0 0 0 0 9 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 10 2099 64 265 1784 48 134 41 20 105 22 579 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 2099 64 265 1784 48 134 41 20 105 22 579 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 2099 64 265 1784 48 134 41 20 105 22 579 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 2099 64 265 1784 48 134 41 20 105 22 579 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.91 0.09 2.00 3.00 1.00 1.00 1.33 0.67 1.00 0.07 1.93 Final Sat.: 1700 4949 151 3400 5100 1700 1700 2267 1133 1700 126 3274 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.42 0.42 0.08 0.35 0.03 0.08 0.02 0.02 0.06 0.18 0.18 Crit Moves: **** ************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project AM Tue Jul 2, 2019 11:27:59 Page 20-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #19 Los Alamitos/Fraquhar ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.625 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 31 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 1 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1712 166 122 1224 0 0 0 0 315 0 106 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 0 1738 168 124 1242 0 0 0 0 320 0 108 Added Vol: 0 14 0 0 24 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1752 168 124 1266 0 0 0 0 320 0 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1752 168 124 1266 0 0 0 0 320 0 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1752 168 124 1266 0 0 0 0 320 0 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1752 168 124 1266 0 0 0 0 320 0 108 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.74 0.26 1.00 3.00 0.00 0.00 0.00 0.00 1.49 0.01 0.50 Final Sat.: 0 4652 448 1700 5100 0 0 0 0 2544 0 856 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.38 0.38 0.07 0.25 0.00 0.00 0.00 0.00 0.13 0.00 0.13 Crit Moves: **** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project PM Tue Jul 2, 2019 11:29:47 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 Los Alamitos/Cerritos C xxxxx 0.756 C xxxxx 0.769 + 0.013 V/C # 2 Bloomfield/Cerritos C xxxxx 0.750 C xxxxx 0.758 + 0.008 V/C # 3 Denni/Cerritos C xxxxx 0.762 D xxxxx 0.817 + 0.055 V/C # 4 Moody/Cerritos C xxxxx 0.766 C xxxxx 0.784 + 0.017 V/C # 5 Walker/Cerritos C xxxxx 0.740 C xxxxx 0.759 + 0.019 V/C # 6 Valleyview/Cerritos D xxxxx 0.846 D xxxxx 0.866 + 0.020 V/C # 7 I-605 NB Ramps/Katella A xxxxx 0.598 B xxxxx 0.611 + 0.013 V/C # 8 Walnut-Wallingsford/Katella C xxxxx 0.721 C xxxxx 0.733 + 0.012 V/C # 9 Los Alamitos/Katella C xxxxx 0.755 C xxxxx 0.773 + 0.018 V/C # 10 Bloomfield/Katella C xxxxx 0.752 C xxxxx 0.776 + 0.024 V/C # 11 Lexington/Katella A xxxxx 0.600 B xxxxx 0.630 + 0.030 V/C # 12 Cottonwood/Katella A xxxxx 0.453 A xxxxx 0.484 + 0.031 V/C # 13 Siboney/Katella A xxxxx 0.531 A xxxxx 0.584 + 0.052 V/C # 14 Winners/Katella A xxxxx 0.528 B xxxxx 0.629 + 0.101 V/C # 15 Walker/Katella B xxxxx 0.697 C xxxxx 0.722 +0.025 V/C # 16 Valleyview/Katella C xxxxx 0.760 C xxxxx 0.779 + 0.019 V/C # 17 Valleyview/Orangewood D xxxxx 0.838 D xxxxx 0.853 + 0.015 V/C # 19 Los Alamitos/Fraquhar B xxxxx 0.627 B xxxxx 0.633 + 0.006 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project PM Tue Jul 2, 2019 11:29:47 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Los Alamitos/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.769 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 46 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 261 803 409 84 542 66 129 801 165 296 798 115 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 265 815 415 85 550 67 131 813 167 300 810 117 Added Vol: 22 18 3 0 22 4 2 21 18 3 17 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 287 833 418 85 572 71 133 834 185 303 827 117 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 287 833 418 85 572 71 133 834 185 303 827 117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 287 833 418 85 572 71 133 834 185 303 827 117 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 287 833 418 85 572 71 133 834 185 303 827 117 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3400 3400 1700 1700 3400 1700 1700 3400 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.25 0.25 0.05 0.17 0.04 0.08 0.25 0.11 0.18 0.24 0.07 Crit Moves: **** ******** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project PM Tue Jul 2, 2019 11:29:47 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Bloomfield/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X): 0.758 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 44 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 108 514 158 61 285 99 159 1104 104 98 1055 177 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 110 522 160 62 289 100 161 1121 106 99 1071 180 Added Vol: 0 8 0 0 9 0 0 24 0 0 19 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 110 530 160 62 298 100 161 1145 106 99 1090 180 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 110 530 160 62 298 100 161 1145 106 99 1090 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 110 530 160 62 298 100 161 1145 106 99 1090 180 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 110 530 160 62 298 100 161 1145 106 99 1090 180 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.54 0.46 1.00 1.50 0.50 1.00 1.83 0.17 1.00 1.72 0.28 Final Sat.: 1700 2610 790 1700 2543 857 1700 3113 287 1700 2919 481 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.20 0.20 0.04 0.12 0.12 0.09 0.37 0.37 0.06 0.37 0.37 Crit Moves: **** ************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project PM Tue Jul 2, 2019 11:29:47 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Denni/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.817 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 56 Level Of Service:D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 56 180 77 95 78 81 123 1192 33 49 1113 209 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 57 183 78 96 79 82 125 1210 33 50 1130 212 Added Vol: 9 29 27 0 41 0 0 8 16 18 11 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 66 212 105 96 120 82 125 1218 49 68 1141 212 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 66 212 105 96 120 82 125 1218 49 68 1141 212 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 212 105 96 120 82 125 1218 49 68 1141 212 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 66 212 105 96 120 82 125 1218 49 68 1141 212 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.17 0.56 0.27 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.69 0.31 Final Sat.: 292 940 467 1700 1700 1700 1700 3400 1700 1700 2867 533 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.23 0.23 0.23 0.06 0.07 0.05 0.07 0.36 0.03 0.04 0.40 0.40 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project PM Tue Jul 2, 2019 11:29:47 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Moody/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.784 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 49 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Prot+Permit Prot+Permit Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 1 0 1 1 0 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 3 0 0 250 0 151 224 1131 1 0 1228 416 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 3 0 0 254 0 153 227 1148 1 0 1246 422 Added Vol: 0 0 0 18 0 2 8 25 0 0 28 10 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 3 0 0 272 0 155 235 1173 1 0 1274 432 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 3 0 0 272 0 155 235 1173 1 0 1274 432 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 0 0 272 0 155 235 1173 1 0 1274 432 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 0 0 272 0 155 235 1173 1 0 1274 432 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 2.00 0.00 1.00 1.00 1.99 0.01 1.00 1.49 0.51 Final Sat.: 1700 1700 0 3400 0 1700 1700 3397 3 1700 2539 861 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.08 0.00 0.09 0.14 0.35 0.35 0.00 0.50 0.50 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project PM Tue Jul 2, 2019 11:29:47 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Walker/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.759 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 45 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 0 1 1 0 1 1 0 1 0 3 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 502 737 213 106 449 46 95 1068 237 93 1124 157 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 510 748 216 108 456 47 96 1084 241 94 1141 159 Added Vol: 10 20 7 0 24 0 2 24 18 10 28 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 520 768 223 108 480 47 98 1108 259 104 1169 159 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 520 768 223 108 480 47 98 1108 259 104 1169 159 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 520 768 223 108 480 47 98 1108 259 104 1169 159 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 520 768 223 108 480 47 98 1108 259 104 1169 159 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 1.82 0.18 1.00 3.00 1.00 1.00 2.00 1.00 Final Sat.: 3400 3400 1700 1700 3098 302 1700 5100 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.23 0.13 0.06 0.15 0.15 0.06 0.22 0.15 0.06 0.34 0.09 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project PM Tue Jul 2, 2019 11:29:47 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Valleyview/Cerritos ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.866 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 71 Level Of Service:D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 2 0 3 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 345 1893 224 146 1059 201 317 854 280 100 667 128 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 350 1921 227 148 1075 204 322 867 284 101 677 130 Added Vol: 2 43 6 0 55 2 7 23 1 7 34 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 352 1964 233 148 1130 206 329 890 285 108 711 130 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 352 1964 233 148 1130 206 329 890 285 108 711 130 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 352 1964 233 148 1130 206 329 890 285 108 711 130 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 352 1964 233 148 1130 206 329 890 285 109 711 130 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 2.00 1.69 0.31 Final Sat.: 1700 5100 1700 1700 5100 1700 3400 5100 1700 3400 2875 525 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.39 0.14 0.09 0.22 0.12 0.10 0.17 0.17 0.03 0.25 0.25 Crit Moves: **** ************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project PM Tue Jul 2, 2019 11:29:47 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 I-605 NB Ramps/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.611 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 30 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Ignore Ignore Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 1 0 0 0 0 1 1 0 2 0 0 0 0 2 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 742 0 0 159 184 1835 0 0 1675 846 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 0 0 753 0 0 161 187 1863 0 0 1700 859 Added Vol: 0 0 39 0 0 0 0 45 0 0 46 22 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 792 0 0 161 187 1908 0 0 1746 881 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 0 0 0 187 1908 0 0 1746 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 187 1908 0 0 1746 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 0 0 0 187 1908 0 0 1746 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 1.00 0.00 0.00 1.00 1.00 2.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 1700 0 0 1700 1700 3400 0 0 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.56 0.00 0.00 0.34 0.00 Crit Moves:**** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project PM Tue Jul 2, 2019 11:29:47 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Walnut-Wallingsford/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.733 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 41 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1! 0 0 1 0 1 0 1 1 0 3 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 307 74 160 19 66 60 25 2057 365 182 2079 11 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 312 75 162 19 67 61 25 2088 370 185 2110 11 Added Vol: 0 0 0 1 0 0 1 81 0 0 66 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 312 75 162 20 67 61 26 2169 370 185 2176 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 312 75 162 20 67 61 26 2169 370 185 2176 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 312 75 162 20 67 61 26 2169 370 185 2176 13 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 312 75 162 20 67 61 26 2169 370 185 2176 13 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.14 0.27 0.59 1.00 1.00 1.00 1.00 3.42 0.58 1.00 3.00 1.00 Final Sat.: 1929 465 1006 1700 1700 1700 1700 5808 992 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.16 0.01 0.04 0.04 0.02 0.37 0.37 0.11 0.43 0.01 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project PM Tue Jul 2, 2019 11:29:47 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Los Alamitos/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.773 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 47 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Ovl Ovl Ovl Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 456 878 366 137 965 219 255 1438 493 302 1514 95 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 463 891 371 139 979 222 259 1460 500 307 1537 96 Added Vol: 0 13 17 19 8 13 16 65 0 14 55 19 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 463 904 388 158 987 235 275 1525 500 321 1592 115 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 463 904 388 158 987 235 275 1525 500 321 1592 115 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 463 904 388 158 987 235 275 1525 500 321 1592 115 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 463 904 388 158 987 235 275 1525 500 321 1592 115 OvlAdjVol:228 98 269 36 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3400 5100 1700 3400 5100 1700 3400 5100 1700 3400 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.18 0.23 0.05 0.19 0.14 0.08 0.30 0.29 0.09 0.31 0.07 OvlAdjV/S:0.13 0.06 0.16 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project PM Tue Jul 2, 2019 11:29:47 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Bloomfield/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.776 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 47 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 46 105 25 171 160 181 279 1614 77 59 1747 235 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 47 107 25 174 162 184 283 1638 78 60 1773 239 Added Vol: 1 1 1 8 1 0 0 101 1 1 89 7 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 48 108 26 182 163 184 283 1739 79 61 1862 246 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 48 108 26 182 163 184 283 1739 79 61 1862 246 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 48 108 26 182 163 184 283 1739 79 61 1862 246 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 48 108 26 182 163 184 283 1739 79 61 1862 246 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.61 0.39 1.00 1.00 1.00 1.00 2.87 0.13 1.00 2.65 0.35 Final Sat.: 1700 2731 669 1700 1700 1700 1700 4878 222 1700 4506 594 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.04 0.04 0.11 0.10 0.11 0.17 0.36 0.36 0.04 0.41 0.41 Crit Moves: **** ************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Opening plus Project PM Tue Jul 2, 2019 11:29:47 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Lexington/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.630 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 31 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1! 0 0 2 0 3 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 94 55 161 126 0 107 105 1524 72 124 1674 99 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 95 56 163 128 0 109 107 1547 73 126 1699 100 Added Vol: 0 10 0 24 5 1 1 127 0 6 113 38 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 95 66 163 152 5 110 108 1674 73 132 1812 138 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 66 163 152 5 110 108 1674 73 132 1812 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 66 163 152 5 110 108 1674 73 132 1812 138 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 95 66 163 152 5 110 108 1674 73 132 1812 138 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.14 0.04 0.82 2.00 3.00 1.00 1.00 2.79 0.21 Final Sat.: 1700 1700 1700 1938 64 1398 3400 5100 1700 1700 4738 362 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.04 0.10 0.08 0.08 0.08 0.03 0.33 0.04 0.08 0.38 0.38 Crit Moves:**** ******** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Opening plus Project PM Tue Jul 2, 2019 11:29:47 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Cottonwood/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.484 Loss Time (sec): 5 Average Delay (sec/veh):xxxxxx Optimal Cycle: 23 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 1! 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 14 0 9 28 1836 0 0 1897 8 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 0 0 0 14 0 9 28 1864 0 0 1925 8 Added Vol: 0 0 0 0 0 0 0 157 0 0 157 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 14 0 9 28 2021 0 0 2082 8 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 14 0 9 28 2021 0 0 2082 8 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 14 0 9 28 2021 0 0 2082 8 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 14 0 9 28 2021 0 0 2082 8 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.22 xxxx 0.78 1.00 3.00 0.00 0.00 2.99 0.01 Final Sat.: 0 0 0 2070 0 1330 1700 5100 0 0 5080 20 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.01 0.02 0.40 0.00 0.00 0.41 0.41 Crit Moves:************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Opening plus Project PM Tue Jul 2, 2019 11:29:47 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Siboney/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.584 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 28 Level Of Service:A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 1 0 1! 0 1 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 82 4 58 75 3 64 129 1701 32 68 1825 38 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 83 4 59 76 3 65 131 1727 32 69 1852 39 Added Vol: 0 0 0 19 0 19 65 131 0 60 145 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 83 4 59 95 3 84 196 1858 32 129 1997 39 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 83 4 59 95 3 84 196 1858 32 129 1997 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 83 4 59 95 3 84 196 1858 32 129 1997 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 83 4 59 95 3 84 196 1858 32 129 1997 39 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.95 0.05 1.00 1.57 0.05 1.38 2.00 2.95 0.05 1.00 3.00 1.00 Final Sat.: 1621 79 1700 2664 85 2351 3400 5012 88 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.05 0.03 0.04 0.04 0.04 0.06 0.37 0.37 0.08 0.39 0.02 Crit Moves: ******** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Opening plus Project PM Tue Jul 2, 2019 11:29:47 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Winners/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.629 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 31 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control:Permitted Permitted Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 48 2 50 32 0 46 110 1728 10 38 1785 6 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 49 2 51 32 0 47 112 1754 10 39 1812 6 Added Vol: 0 0 0 40 0 0 74 125 0 0 204 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 49 2 51 72 0 47 186 1879 10 39 2016 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 49 2 51 72 0 47 186 1879 10 39 2016 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 2 51 72 0 47 186 1879 10 39 2016 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 49 2 51 72 0 47 186 1879 10 39 2016 6 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.04 0.96 1.00 0.00 1.00 1.00 2.98 0.02 1.00 2.99 0.01 Final Sat.: 1700 65 1635 1700 0 1700 1700 5073 27 1700 5085 15 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.04 0.00 0.03 0.11 0.37 0.37 0.02 0.40 0.40 Crit Moves: **** ************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Opening plus Project PM Tue Jul 2, 2019 11:29:47 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #15 Walker/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.722 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 40 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 1 0 1 1 0 0 2 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 27 15 4 596 1 213 312 1600 5 0 1726 602 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 27 15 4 605 1 216 317 1624 5 0 1752 611 Added Vol: 0 0 0 0 0 57 41 124 0 0 147 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 27 15 4 605 1 273 358 1748 5 0 1899 611 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 27 15 4 605 1 273 358 1748 5 0 1899 611 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 27 15 4 605 1 273 358 1748 5 0 1899 611 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 27 15 4 605 1 273 358 1748 5 0 1899 611 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.83 0.17 1.99 0.01 2.00 2.00 2.99 0.01 1.00 3.00 1.00 Final Sat.: 1700 1404 296 3394 6 3400 3400 5085 15 1700 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.01 0.01 0.18 0.18 0.08 0.11 0.34 0.34 0.00 0.37 0.36 Crit Moves: ******** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Opening plus Project PM Tue Jul 2, 2019 11:29:47 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #16 Valleyview/Katella ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.779 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 48 Level Of Service:C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 3 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 665 1474 176 228 1351 230 246 1063 1005 325 998 217 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 675 1496 179 231 1371 233 250 1079 1020 330 1013 220 Added Vol: 54 5 4 0 6 57 46 30 48 5 36 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 729 1501 183 231 1377 290 296 1109 1068 335 1049 220 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 729 1501 183 231 1377 290 296 1109 0 335 1049 220 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 729 1501 183 231 1377 290 296 1109 0 335 1049 220 PCE Adj:1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 729 1501 183 231 1377 290 296 1109 0 335 1049 220 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 3.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 5100 5100 1700 3400 5100 1700 3400 5100 1700 3400 5100 1700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.29 0.11 0.07 0.27 0.17 0.09 0.22 0.00 0.10 0.21 0.13 Crit Moves: ************ **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project PM Tue Jul 2, 2019 11:29:47 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #17 Valleyview/Orangewood ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.853 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 66 Level Of Service:D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 2 0 3 0 1 1 0 1 1 0 1 0 0 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 19 1925 100 579 2104 136 112 37 22 87 42 445 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 19 1954 101 588 2136 138 114 38 22 88 43 452 Added Vol: 0 56 0 6 53 0 0 0 0 0 0 7 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 19 2010 101 594 2189 138 114 38 22 88 43 459 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 2010 101 594 2189 138 114 38 22 88 43 459 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 2010 101 594 2189 138 114 38 22 88 43 459 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 2010 102 594 2189 138 114 38 22 88 43 459 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.86 0.14 2.00 3.00 1.00 1.00 1.25 0.75 1.00 0.17 1.83 Final Sat.: 1700 4855 245 3400 5100 1700 1700 2132 1268 1700 289 3111 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.41 0.41 0.17 0.43 0.08 0.07 0.02 0.02 0.05 0.15 0.15 Crit Moves: **** ************ ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Opening plus Project PM Tue Jul 2, 2019 11:29:47 Page 20-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #19 Los Alamitos/Fraquhar ******************************************************************************** Cycle (sec):100 Critical Vol./Cap.(X):0.633 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 31 Level Of Service:B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights:Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R:4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 1 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1554 165 129 1487 0 0 0 0 392 0 136 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 0 1577 167 131 1509 0 0 0 0 398 0 138 Added Vol: 0 30 0 0 22 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1607 167 131 1531 0 0 0 0 398 0 138 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1607 167 131 1531 0 0 0 0 398 0 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1607 167 131 1531 0 0 0 0 398 0 138 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1607 167 131 1531 0 0 0 0 398 0 138 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.72 0.28 1.00 3.00 0.00 0.00 0.00 0.00 1.48 0.00 0.52 Final Sat.: 0 4619 481 1700 5100 0 0 0 0 2524 0 876 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.35 0.35 0.08 0.30 0.00 0.00 0.00 0.00 0.16 0.00 0.16 Crit Moves: **** ******** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA T RAFFIC I MPACT A NALYSIS D ECEMBER 2019 C YPRESS C ITY C ENTER C YPRESS, C ALIFORNIA P:\SHO1902\Doc\TIA 5.docx «12/06/19» APPENDIX D HCM WORKSHEETS HCM Signalized Intersection Capacity Analysis 7: I-605 NB off-ramp & Katella 07/17/2019 Cypress City Center 06/11/2019 Existing AM Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 118 1507 0 0 1454 833 0 0 1067 0 0 398 Future Volume (vph) 118 1507 0 0 1454 833 0 0 1067 0 0 398 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 2.0 4.5 4.0 2.0 2.0 Lane Util. Factor 1.00 0.95 0.86 0.86 1.00 1.00 Frt 1.00 1.00 0.97 0.85 0.86 0.86 Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00 Satd. Flow (prot)1770 3539 4677 1362 1611 1611 Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00 Satd. Flow (perm)1770 3539 4677 1362 1611 1611 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 128 1638 0 0 1580 905 0 0 1160 0 0 433 RTOR Reduction (vph)0000230000000 Lane Group Flow (vph) 128 1638 0 0 1901 561 0 0 1160 0 0 433 Turn Type Prot NA NA Free Perm Perm Protected Phases 7 8 Permitted Phases 4 Free 4 4 Actuated Green, G (s) 13.2 112.1 89.9 112.1 112.1 112.1 Effective Green, g (s) 13.2 112.1 89.9 112.1 112.1 112.1 Actuated g/C Ratio 0.12 1.00 0.80 1.00 1.00 1.00 Clearance Time (s)4.5 2.0 4.5 2.0 2.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 208 3539 3750 1362 1611 1611 v/s Ratio Prot 0.07 0.41 v/s Ratio Perm 0.46 0.41 c0.72 0.27 v/c Ratio 0.62 0.46 0.51 0.41 0.72 0.27 Uniform Delay, d1 47.0 0.0 3.7 0.0 0.0 0.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.3 0.1 0.1 0.9 1.6 0.1 Delay (s)52.4 0.1 3.8 0.9 1.6 0.1 Level of Service D A A A A A Approach Delay (s)3.9 3.2 1.6 0.1 Approach LOS AAAA Intersection Summary HCM 2000 Control Delay 2.8 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.78 Actuated Cycle Length (s) 112.1 Sum of lost time (s)9.0 Intersection Capacity Utilization 114.4% ICU Level of Service H Analysis Period (min)15 c Critical Lane Group HCM 6th AWSC 18: Lexington & Fraquhar 07/17/2019 Cypress City Center 06/11/2019 Existing AM Synchro 10 Report Page 2 Intersection Intersection Delay, s/veh 8.8 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 77 84 10 69 217 74 Future Vol, veh/h 77 84 10 69 217 74 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222 Mvmt Flow 84 91 11 75 236 80 Number of Lanes 101121 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 3 2 Conflicting Approach Left SB EB Conflicting Lanes Left 3 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 2 0 1 HCM Control Delay 9.8 9.1 8.1 HCM LOS A A A Lane NBLn1 NBLn2 EBLn1 SBLn1 SBLn2 SBLn3 Vol Left, %100% 0% 48% 0% 0% 0% Vol Thru, %0% 100% 0% 100% 100% 0% Vol Right, %0% 0% 52% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 10 69 161 109 109 74 LT Vol 10 0 77 0 0 0 Through Vol 0 69 0 109 109 0 RT Vol 0 0 84 0 0 74 Lane Flow Rate 11 75 175 118 118 80 Geometry Grp 887777 Degree of Util (X) 0.018 0.117 0.256 0.168 0.168 0.06 Departure Headway (Hd)6.122 5.618 5.264 5.114 5.114 2.665 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 583 636 681 702 702 1338 Service Time 3.875 3.371 3.009 2.843 2.843 0.393 HCM Lane V/C Ratio 0.019 0.118 0.257 0.168 0.168 0.06 HCM Control Delay 9 9.1 9.8 8.9 8.9 5.6 HCM Lane LOS AAAAAA HCM 95th-tile Q 0.1 0.4 1 0.6 0.6 0.2 HCM Signalized Intersection Capacity Analysis 7: I-605 NB off-ramp & Katella 07/17/2019 Cypress City Center 06/11/2019 Existing PM Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 184 1835 0 0 1675 846 0 0 742 0 0 159 Future Volume (vph) 184 1835 0 0 1675 846 0 0 742 0 0 159 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 2.0 4.5 4.0 2.0 2.0 Lane Util. Factor 1.00 0.95 0.86 0.86 1.00 1.00 Frt 1.00 1.00 0.98 0.85 0.86 0.86 Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00 Satd. Flow (prot)1770 3539 4703 1362 1611 1611 Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00 Satd. Flow (perm)1770 3539 4703 1362 1611 1611 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 200 1995 0 0 1821 920 0 0 807 0 0 173 RTOR Reduction (vph)0000180000000 Lane Group Flow (vph) 200 1995 0 0 2107 616 0 0 807 0 0 173 Turn Type Prot NA NA Free Perm Perm Protected Phases 7 8 Permitted Phases 4 Free 4 4 Actuated Green, G (s) 15.8 108.1 83.3 108.1 108.1 108.1 Effective Green, g (s) 15.8 108.1 83.3 108.1 108.1 108.1 Actuated g/C Ratio 0.15 1.00 0.77 1.00 1.00 1.00 Clearance Time (s)4.5 2.0 4.5 2.0 2.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 258 3539 3624 1362 1611 1611 v/s Ratio Prot c0.11 0.45 v/s Ratio Perm c0.56 0.45 0.50 0.11 v/c Ratio 0.78 0.56 0.58 0.45 0.50 0.11 Uniform Delay, d1 44.4 0.0 5.2 0.0 0.0 0.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 13.5 0.2 0.2 1.1 0.2 0.0 Delay (s)58.0 0.2 5.4 1.1 0.2 0.0 Level of Service E A A A A A Approach Delay (s)5.5 4.4 0.2 0.0 Approach LOS AAAA Intersection Summary HCM 2000 Control Delay 4.1 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.62 Actuated Cycle Length (s) 108.1 Sum of lost time (s)9.0 Intersection Capacity Utilization 103.3% ICU Level of Service G Analysis Period (min)15 c Critical Lane Group HCM 6th AWSC 18: Lexington & Fraquhar 07/17/2019 Cypress City Center 06/11/2019 Existing PM Synchro 10 Report Page 2 Intersection Intersection Delay, s/veh 9.7 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 89 35 91 243 70 97 Future Vol, veh/h 89 35 91 243 70 97 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222 Mvmt Flow 97 38 99 264 76 105 Number of Lanes 101121 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 3 2 Conflicting Approach Left SB EB Conflicting Lanes Left 3 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 2 0 1 HCM Control Delay 10.3 10.8 6.9 HCM LOS B B A Lane NBLn1 NBLn2 EBLn1 SBLn1 SBLn2 SBLn3 Vol Left, %100% 0% 72% 0% 0% 0% Vol Thru, %0% 100% 0% 100% 100% 0% Vol Right, %0% 0% 28% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 91 243 124 35 35 97 LT Vol 91 0 89 0 0 0 Through Vol 0 243 0 35 35 0 RT Vol 0 0 35 0 0 97 Lane Flow Rate 99 264 135 38 38 105 Geometry Grp 887777 Degree of Util (X) 0.158 0.386 0.22 0.056 0.056 0.084 Departure Headway (Hd)5.765 5.261 5.875 5.32 5.32 2.866 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 620 681 609 671 671 1238 Service Time 3.517 3.013 3.632 3.066 3.066 0.611 HCM Lane V/C Ratio 0.16 0.388 0.222 0.057 0.057 0.085 HCM Control Delay 9.6 11.3 10.3 8.4 8.4 5.9 HCM Lane LOS ABBAAA HCM 95th-tile Q 0.6 1.8 0.8 0.2 0.2 0.3 HCM Signalized Intersection Capacity Analysis 7: I-605 NB off-ramp & Katella 07/17/2019 Cypress City Center 06/11/2019 Existing plus Project AM Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 118 1522 0 0 1473 847 0 0 1073 0 0 398 Future Volume (vph) 118 1522 0 0 1473 847 0 0 1073 0 0 398 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 2.0 4.5 4.0 2.0 2.0 Lane Util. Factor 1.00 0.95 0.86 0.86 1.00 1.00 Frt 1.00 1.00 0.97 0.85 0.86 0.86 Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00 Satd. Flow (prot)1770 3539 4677 1362 1611 1611 Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00 Satd. Flow (perm)1770 3539 4677 1362 1611 1611 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 128 1654 0 0 1601 921 0 0 1166 0 0 433 RTOR Reduction (vph)0000230000000 Lane Group Flow (vph) 128 1654 0 0 1928 571 0 0 1166 0 0 433 Turn Type Prot NA NA Free Perm Perm Protected Phases 7 8 Permitted Phases 4 Free 4 4 Actuated Green, G (s) 13.2 112.3 90.1 112.3 112.3 112.3 Effective Green, g (s) 13.2 112.3 90.1 112.3 112.3 112.3 Actuated g/C Ratio 0.12 1.00 0.80 1.00 1.00 1.00 Clearance Time (s)4.5 2.0 4.5 2.0 2.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 208 3539 3752 1362 1611 1611 v/s Ratio Prot 0.07 0.41 v/s Ratio Perm 0.47 0.42 c0.72 0.27 v/c Ratio 0.62 0.47 0.51 0.42 0.72 0.27 Uniform Delay, d1 47.1 0.0 3.7 0.0 0.0 0.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.3 0.1 0.1 1.0 1.6 0.1 Delay (s)52.5 0.1 3.9 1.0 1.6 0.1 Level of Service D A A A A A Approach Delay (s)3.9 3.2 1.6 0.1 Approach LOS AAAA Intersection Summary HCM 2000 Control Delay 2.9 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length (s) 112.3 Sum of lost time (s)9.0 Intersection Capacity Utilization 115.2% ICU Level of Service H Analysis Period (min)15 c Critical Lane Group HCM 6th AWSC 18: Lexington & Fraquhar 07/17/2019 Cypress City Center 06/11/2019 Existing plus Project AM Synchro 10 Report Page 2 Intersection Intersection Delay, s/veh 8.8 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 77 84 10 69 217 74 Future Vol, veh/h 77 84 10 69 217 74 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222 Mvmt Flow 84 91 11 75 236 80 Number of Lanes 101121 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 3 2 Conflicting Approach Left SB EB Conflicting Lanes Left 3 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 2 0 1 HCM Control Delay 9.8 9.1 8.1 HCM LOS A A A Lane NBLn1 NBLn2 EBLn1 SBLn1 SBLn2 SBLn3 Vol Left, %100% 0% 48% 0% 0% 0% Vol Thru, %0% 100% 0% 100% 100% 0% Vol Right, %0% 0% 52% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 10 69 161 109 109 74 LT Vol 10 0 77 0 0 0 Through Vol 0 69 0 109 109 0 RT Vol 0 0 84 0 0 74 Lane Flow Rate 11 75 175 118 118 80 Geometry Grp 887777 Degree of Util (X) 0.018 0.117 0.256 0.168 0.168 0.06 Departure Headway (Hd)6.122 5.618 5.264 5.114 5.114 2.665 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 583 636 681 702 702 1338 Service Time 3.875 3.371 3.009 2.843 2.843 0.393 HCM Lane V/C Ratio 0.019 0.118 0.257 0.168 0.168 0.06 HCM Control Delay 9 9.1 9.8 8.9 8.9 5.6 HCM Lane LOS AAAAAA HCM 95th-tile Q 0.1 0.4 1 0.6 0.6 0.2 HCM Signalized Intersection Capacity Analysis 7: I-605 NB off-ramp & Katella 07/17/2019 Cypress City Center 06/11/2019 Existing plus Project PM Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 184 1866 0 0 1696 860 0 0 755 0 0 159 Future Volume (vph) 184 1866 0 0 1696 860 0 0 755 0 0 159 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 2.0 4.5 4.0 2.0 2.0 Lane Util. Factor 1.00 0.95 0.86 0.86 1.00 1.00 Frt 1.00 1.00 0.98 0.85 0.86 0.86 Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00 Satd. Flow (prot)1770 3539 4702 1362 1611 1611 Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00 Satd. Flow (perm)1770 3539 4702 1362 1611 1611 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 200 2028 0 0 1843 935 0 0 821 0 0 173 RTOR Reduction (vph)0000180000000 Lane Group Flow (vph) 200 2028 0 0 2134 626 0 0 821 0 0 173 Turn Type Prot NA NA Free Perm Perm Protected Phases 7 8 Permitted Phases 4 Free 4 4 Actuated Green, G (s) 15.8 108.8 84.0 108.8 108.8 108.8 Effective Green, g (s) 15.8 108.8 84.0 108.8 108.8 108.8 Actuated g/C Ratio 0.15 1.00 0.77 1.00 1.00 1.00 Clearance Time (s)4.5 2.0 4.5 2.0 2.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 257 3539 3630 1362 1611 1611 v/s Ratio Prot c0.11 0.45 v/s Ratio Perm c0.57 0.46 0.51 0.11 v/c Ratio 0.78 0.57 0.59 0.46 0.51 0.11 Uniform Delay, d1 44.8 0.0 5.2 0.0 0.0 0.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 13.8 0.2 0.2 1.1 0.3 0.0 Delay (s)58.6 0.2 5.4 1.1 0.3 0.0 Level of Service E A A A A A Approach Delay (s)5.5 4.5 0.3 0.0 Approach LOS AAAA Intersection Summary HCM 2000 Control Delay 4.1 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.63 Actuated Cycle Length (s) 108.8 Sum of lost time (s)9.0 Intersection Capacity Utilization 105.0% ICU Level of Service G Analysis Period (min)15 c Critical Lane Group HCM 6th AWSC 18: Lexington & Fraquhar 07/17/2019 Cypress City Center 06/11/2019 Existing plus Project PM Synchro 10 Report Page 2 Intersection Intersection Delay, s/veh 9.7 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 89 35 91 243 70 97 Future Vol, veh/h 89 35 91 243 70 97 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222 Mvmt Flow 97 38 99 264 76 105 Number of Lanes 101121 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 3 2 Conflicting Approach Left SB EB Conflicting Lanes Left 3 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 2 0 1 HCM Control Delay 10.3 10.8 6.9 HCM LOS B B A Lane NBLn1 NBLn2 EBLn1 SBLn1 SBLn2 SBLn3 Vol Left, %100% 0% 72% 0% 0% 0% Vol Thru, %0% 100% 0% 100% 100% 0% Vol Right, %0% 0% 28% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 91 243 124 35 35 97 LT Vol 91 0 89 0 0 0 Through Vol 0 243 0 35 35 0 RT Vol 0 0 35 0 0 97 Lane Flow Rate 99 264 135 38 38 105 Geometry Grp 887777 Degree of Util (X) 0.158 0.386 0.22 0.056 0.056 0.084 Departure Headway (Hd)5.765 5.261 5.875 5.32 5.32 2.866 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 620 681 609 671 671 1238 Service Time 3.517 3.013 3.632 3.066 3.066 0.611 HCM Lane V/C Ratio 0.16 0.388 0.222 0.057 0.057 0.085 HCM Control Delay 9.6 11.3 10.3 8.4 8.4 5.9 HCM Lane LOS ABBAAA HCM 95th-tile Q 0.6 1.8 0.8 0.2 0.2 0.3 HCM Signalized Intersection Capacity Analysis 7: I-605 NB off-ramp & Katella 07/17/2019 Cypress City Center 06/11/2019 Project Opening Year AM Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 120 1542 0 0 1504 855 0 0 1106 0 0 404 Future Volume (vph) 120 1542 0 0 1504 855 0 0 1106 0 0 404 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 2.0 4.5 4.0 2.0 2.0 Lane Util. Factor 1.00 0.95 0.86 0.86 1.00 1.00 Frt 1.00 1.00 0.97 0.85 0.86 0.86 Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00 Satd. Flow (prot)1770 3539 4678 1362 1611 1611 Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00 Satd. Flow (perm)1770 3539 4678 1362 1611 1611 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 130 1676 0 0 1635 929 0 0 1202 0 0 439 RTOR Reduction (vph)0000230000000 Lane Group Flow (vph) 130 1676 0 0 1965 576 0 0 1202 0 0 439 Turn Type Prot NA NA Free Perm Perm Protected Phases 7 8 Permitted Phases 4 Free 4 4 Actuated Green, G (s) 13.3 113.9 91.6 113.9 113.9 113.9 Effective Green, g (s) 13.3 113.9 91.6 113.9 113.9 113.9 Actuated g/C Ratio 0.12 1.00 0.80 1.00 1.00 1.00 Clearance Time (s)4.5 2.0 4.5 2.0 2.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 206 3539 3762 1362 1611 1611 v/s Ratio Prot 0.07 0.42 v/s Ratio Perm 0.47 0.42 c0.75 0.27 v/c Ratio 0.63 0.47 0.52 0.42 0.75 0.27 Uniform Delay, d1 48.0 0.0 3.8 0.0 0.0 0.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 6.2 0.1 0.1 1.0 1.9 0.1 Delay (s)54.1 0.1 3.9 1.0 1.9 0.1 Level of Service D A A A A A Approach Delay (s)4.0 3.2 1.9 0.1 Approach LOS AAAA Intersection Summary HCM 2000 Control Delay 3.0 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.81 Actuated Cycle Length (s) 113.9 Sum of lost time (s)9.0 Intersection Capacity Utilization 117.8% ICU Level of Service H Analysis Period (min)15 c Critical Lane Group HCM 6th AWSC 18: Lexington & Fraquhar 07/17/2019 Cypress City Center 06/11/2019 Project Opening Year AM Synchro 10 Report Page 2 Intersection Intersection Delay, s/veh 8.8 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 78 85 10 70 220 75 Future Vol, veh/h 78 85 10 70 220 75 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222 Mvmt Flow 85 92 11 76 239 82 Number of Lanes 101121 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 3 2 Conflicting Approach Left SB EB Conflicting Lanes Left 3 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 2 0 1 HCM Control Delay 9.9 9.2 8.1 HCM LOS A A A Lane NBLn1 NBLn2 EBLn1 SBLn1 SBLn2 SBLn3 Vol Left, %100% 0% 48% 0% 0% 0% Vol Thru, %0% 100% 0% 100% 100% 0% Vol Right, %0% 0% 52% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 10 70 163 110 110 75 LT Vol 10 0 78 0 0 0 Through Vol 0 70 0 110 110 0 RT Vol 0 0 85 0 0 75 Lane Flow Rate 11 76 177 120 120 82 Geometry Grp 887777 Degree of Util (X) 0.019 0.119 0.26 0.17 0.17 0.061 Departure Headway (Hd)6.138 5.634 5.28 5.123 5.123 2.673 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 582 634 679 701 701 1333 Service Time 3.891 3.387 3.022 2.854 2.854 0.403 HCM Lane V/C Ratio 0.019 0.12 0.261 0.171 0.171 0.062 HCM Control Delay 9 9.2 9.9 8.9 8.9 5.6 HCM Lane LOS AAAAAA HCM 95th-tile Q 0.1 0.4 1 0.6 0.6 0.2 HCM Signalized Intersection Capacity Analysis 7: I-605 NB off-ramp & Katella 07/17/2019 Cypress City Center 06/11/2019 Project Opening Year PM Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 187 1877 0 0 1725 867 0 0 779 0 0 161 Future Volume (vph) 187 1877 0 0 1725 867 0 0 779 0 0 161 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 2.0 4.5 4.0 2.0 2.0 Lane Util. Factor 1.00 0.95 0.86 0.86 1.00 1.00 Frt 1.00 1.00 0.98 0.85 0.86 0.86 Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00 Satd. Flow (prot)1770 3539 4703 1362 1611 1611 Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00 Satd. Flow (perm)1770 3539 4703 1362 1611 1611 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 203 2040 0 0 1875 942 0 0 847 0 0 175 RTOR Reduction (vph)0000180000000 Lane Group Flow (vph) 203 2040 0 0 2168 631 0 0 847 0 0 175 Turn Type Prot NA NA Free Perm Perm Protected Phases 7 8 Permitted Phases 4 Free 4 4 Actuated Green, G (s) 15.8 109.4 84.6 109.4 109.4 109.4 Effective Green, g (s) 15.8 109.4 84.6 109.4 109.4 109.4 Actuated g/C Ratio 0.14 1.00 0.77 1.00 1.00 1.00 Clearance Time (s)4.5 2.0 4.5 2.0 2.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 255 3539 3636 1362 1611 1611 v/s Ratio Prot c0.11 0.46 v/s Ratio Perm c0.58 0.46 0.53 0.11 v/c Ratio 0.80 0.58 0.60 0.46 0.53 0.11 Uniform Delay, d1 45.2 0.0 5.2 0.0 0.0 0.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 15.7 0.2 0.3 1.1 0.3 0.0 Delay (s)60.9 0.2 5.5 1.1 0.3 0.0 Level of Service E A A A A A Approach Delay (s)5.7 4.5 0.3 0.0 Approach LOS AAAA Intersection Summary HCM 2000 Control Delay 4.2 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.64 Actuated Cycle Length (s) 109.4 Sum of lost time (s)9.0 Intersection Capacity Utilization 106.8% ICU Level of Service G Analysis Period (min)15 c Critical Lane Group HCM 6th AWSC 18: Lexington & Fraquhar 07/17/2019 Cypress City Center 06/11/2019 Project Opening Year PM Synchro 10 Report Page 2 Intersection Intersection Delay, s/veh 9.8 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 90 36 92 247 71 98 Future Vol, veh/h 90 36 92 247 71 98 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222 Mvmt Flow 98 39 100 268 77 107 Number of Lanes 101121 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 3 2 Conflicting Approach Left SB EB Conflicting Lanes Left 3 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 2 0 1 HCM Control Delay 10.4 10.9 7 HCM LOS B B A Lane NBLn1 NBLn2 EBLn1 SBLn1 SBLn2 SBLn3 Vol Left, %100% 0% 71% 0% 0% 0% Vol Thru, %0% 100% 0% 100% 100% 0% Vol Right, %0% 0% 29% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 92 247 126 36 36 98 LT Vol 92 0 90 0 0 0 Through Vol 0 247 0 36 36 0 RT Vol 0 0 36 0 0 98 Lane Flow Rate 100 268 137 39 39 107 Geometry Grp 887777 Degree of Util (X) 0.16 0.393 0.224 0.057 0.057 0.085 Departure Headway (Hd)5.775 5.272 5.885 5.335 5.335 2.881 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 619 679 608 669 669 1231 Service Time 3.53 3.027 3.646 3.082 3.082 0.627 HCM Lane V/C Ratio 0.162 0.395 0.225 0.058 0.058 0.087 HCM Control Delay 9.6 11.4 10.4 8.4 8.4 5.9 HCM Lane LOS ABBAAA HCM 95th-tile Q 0.6 1.9 0.9 0.2 0.2 0.3 HCM Signalized Intersection Capacity Analysis 7: I-605 NB off-ramp & Katella 07/17/2019 Cypress City Center 06/11/2019 Project Opening Year plus Project AM Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 120 1557 0 0 1523 868 0 0 1112 0 0 404 Future Volume (vph) 120 1557 0 0 1523 868 0 0 1112 0 0 404 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 2.0 4.5 4.0 2.0 2.0 Lane Util. Factor 1.00 0.95 0.86 0.86 1.00 1.00 Frt 1.00 1.00 0.97 0.85 0.86 0.86 Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00 Satd. Flow (prot)1770 3539 4678 1362 1611 1611 Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00 Satd. Flow (perm)1770 3539 4678 1362 1611 1611 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 130 1692 0 0 1655 943 0 0 1209 0 0 439 RTOR Reduction (vph)0000220000000 Lane Group Flow (vph) 130 1692 0 0 1991 585 0 0 1209 0 0 439 Turn Type Prot NA NA Free Perm Perm Protected Phases 7 8 Permitted Phases 4 Free 4 4 Actuated Green, G (s) 13.4 114.5 92.1 114.5 114.5 114.5 Effective Green, g (s) 13.4 114.5 92.1 114.5 114.5 114.5 Actuated g/C Ratio 0.12 1.00 0.80 1.00 1.00 1.00 Clearance Time (s)4.5 2.0 4.5 2.0 2.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 207 3539 3762 1362 1611 1611 v/s Ratio Prot 0.07 0.43 v/s Ratio Perm 0.48 0.43 c0.75 0.27 v/c Ratio 0.63 0.48 0.53 0.43 0.75 0.27 Uniform Delay, d1 48.2 0.0 3.8 0.0 0.0 0.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.8 0.1 0.1 1.0 2.0 0.1 Delay (s)54.0 0.1 3.9 1.0 2.0 0.1 Level of Service D A A A A A Approach Delay (s)3.9 3.3 2.0 0.1 Approach LOS AAAA Intersection Summary HCM 2000 Control Delay 3.0 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.81 Actuated Cycle Length (s) 114.5 Sum of lost time (s)9.0 Intersection Capacity Utilization 118.6% ICU Level of Service H Analysis Period (min)15 c Critical Lane Group HCM 6th AWSC 18: Lexington & Fraquhar 07/17/2019 Cypress City Center 06/11/2019 Project Opening Year plus Project AM Synchro 10 Report Page 2 Intersection Intersection Delay, s/veh 8.8 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 78 85 10 70 220 75 Future Vol, veh/h 78 85 10 70 220 75 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222 Mvmt Flow 85 92 11 76 239 82 Number of Lanes 101121 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 3 2 Conflicting Approach Left SB EB Conflicting Lanes Left 3 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 2 0 1 HCM Control Delay 9.9 9.2 8.1 HCM LOS A A A Lane NBLn1 NBLn2 EBLn1 SBLn1 SBLn2 SBLn3 Vol Left, %100% 0% 48% 0% 0% 0% Vol Thru, %0% 100% 0% 100% 100% 0% Vol Right, %0% 0% 52% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 10 70 163 110 110 75 LT Vol 10 0 78 0 0 0 Through Vol 0 70 0 110 110 0 RT Vol 0 0 85 0 0 75 Lane Flow Rate 11 76 177 120 120 82 Geometry Grp 887777 Degree of Util (X) 0.019 0.119 0.26 0.17 0.17 0.061 Departure Headway (Hd)6.138 5.634 5.28 5.123 5.123 2.673 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 582 634 679 701 701 1333 Service Time 3.891 3.387 3.022 2.854 2.854 0.403 HCM Lane V/C Ratio 0.019 0.12 0.261 0.171 0.171 0.062 HCM Control Delay 9 9.2 9.9 8.9 8.9 5.6 HCM Lane LOS AAAAAA HCM 95th-tile Q 0.1 0.4 1 0.6 0.6 0.2 HCM Signalized Intersection Capacity Analysis 7: I-605 NB off-ramp & Katella 07/17/2019 Cypress City Center 06/11/2019 Project Opening Year plus Project PM Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 187 1908 0 0 1746 881 0 0 792 0 0 161 Future Volume (vph) 187 1908 0 0 1746 881 0 0 792 0 0 161 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 2.0 4.5 4.0 2.0 2.0 Lane Util. Factor 1.00 0.95 0.86 0.86 1.00 1.00 Frt 1.00 1.00 0.98 0.85 0.86 0.86 Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00 Satd. Flow (prot)1770 3539 4703 1362 1611 1611 Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00 Satd. Flow (perm)1770 3539 4703 1362 1611 1611 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 203 2074 0 0 1898 958 0 0 861 0 0 175 RTOR Reduction (vph)0000180000000 Lane Group Flow (vph) 203 2074 0 0 2196 642 0 0 861 0 0 175 Turn Type Prot NA NA Free Perm Perm Protected Phases 7 8 Permitted Phases 4 Free 4 4 Actuated Green, G (s) 15.9 110.3 85.4 110.3 110.3 110.3 Effective Green, g (s) 15.9 110.3 85.4 110.3 110.3 110.3 Actuated g/C Ratio 0.14 1.00 0.77 1.00 1.00 1.00 Clearance Time (s)4.5 2.0 4.5 2.0 2.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 255 3539 3641 1362 1611 1611 v/s Ratio Prot c0.11 0.47 v/s Ratio Perm c0.59 0.47 0.53 0.11 v/c Ratio 0.80 0.59 0.60 0.47 0.53 0.11 Uniform Delay, d1 45.6 0.0 5.3 0.0 0.0 0.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 15.7 0.3 0.3 1.2 0.3 0.0 Delay (s)61.3 0.3 5.6 1.2 0.3 0.0 Level of Service E A A A A A Approach Delay (s)5.7 4.6 0.3 0.0 Approach LOS AAAA Intersection Summary HCM 2000 Control Delay 4.3 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.64 Actuated Cycle Length (s) 110.3 Sum of lost time (s)9.0 Intersection Capacity Utilization 108.4% ICU Level of Service G Analysis Period (min)15 c Critical Lane Group HCM 6th AWSC 18: Lexington & Fraquhar 07/17/2019 Cypress City Center 06/11/2019 Project Opening Year plus Project PM Synchro 10 Report Page 2 Intersection Intersection Delay, s/veh 9.8 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 90 36 92 247 71 98 Future Vol, veh/h 90 36 92 247 71 98 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222 Mvmt Flow 98 39 100 268 77 107 Number of Lanes 101121 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 3 2 Conflicting Approach Left SB EB Conflicting Lanes Left 3 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 2 0 1 HCM Control Delay 10.4 10.9 7 HCM LOS B B A Lane NBLn1 NBLn2 EBLn1 SBLn1 SBLn2 SBLn3 Vol Left, %100% 0% 71% 0% 0% 0% Vol Thru, %0% 100% 0% 100% 100% 0% Vol Right, %0% 0% 29% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 92 247 126 36 36 98 LT Vol 92 0 90 0 0 0 Through Vol 0 247 0 36 36 0 RT Vol 0 0 36 0 0 98 Lane Flow Rate 100 268 137 39 39 107 Geometry Grp 887777 Degree of Util (X) 0.16 0.393 0.224 0.057 0.057 0.085 Departure Headway (Hd)5.775 5.272 5.885 5.335 5.335 2.881 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 619 679 608 669 669 1231 Service Time 3.53 3.027 3.646 3.082 3.082 0.627 HCM Lane V/C Ratio 0.162 0.395 0.225 0.058 0.058 0.087 HCM Control Delay 9.6 11.4 10.4 8.4 8.4 5.9 HCM Lane LOS ABBAAA HCM 95th-tile Q 0.6 1.9 0.9 0.2 0.2 0.3