APPENDIX B TRAFFIC IMPACT ANALYSIS

APPENDIX B TRAFFIC IMPACT ANALYSIS

Submitted by: DOWNTOWN AND FAIRVIEW HEIGHTS TRANSIT ORIENTED DISTRICT (TOD) CITY OF INGLEWOOD DRAFT TRAFFIC IMPACT ANALYSIS Submitted to: City of Inglewood June 24, 2016 J16 1722

Draft Traffic Impact Analysis Version 1 DOCUMENT VERSION CONTROL Document Name Submittal Date Version No. Downtown and Fairview Heights Transit Oriented District (TOD) City of Inglewood Draft Traffic Impact May 9, 2016 1 Analysis Downtown and Fairview Heights Transit Oriented District (TOD) City of Inglewood Draft Traffic Impact May 11, 2016 2 Analysis Downtown and Fairview Heights Transit Oriented District (TOD) City of Inglewood Draft Traffic Impact Analysis June 24, 2016 3 i Page

TABLE OF CONTENTS Traffic Impact Analysis Version 1 Document Version Control... i Table of Contents... 1 Appendices... 2 List of Tables... 2 List of Figures... 3 1.0 Introduction... 4 1.1 PROJECT DESCRIPTION... 4 1.2 STUDY AREA... 5 1.3 STUDY PERIODS... 5 1.4 PROPOSED PROJECT... 8 2.0 Environmental Setting... 11 2.1 EXISTING CIRCULATION SYSTEM... 11 2.1.1 Freeway Network... 11 2.1.2 Arterial and Collector Network... 11 2.1.3 Existing Traffic Volumes... 14 2.2 EXISTING MULTIMODAL MOBILITY... 14 2.2.1 Truck Circulation... 14 2.2.2 Public Transit... 14 2.2.3 Pedestrian and Bicycle Facilities... 20 2.2.4 Collision History... 21 2.3 FUTURE CIRCULATION SYSTEM... 28 2.3.1 Freeway Network... 28 2.3.2 Arterial and Collector Network... 28 2.4 FUTURE MULTIMODAL MOBILITY... 28 2.4.1 Truck Circulation... 28 2.4.2 Public Transit... 28 2.4.3 Pedestrian and Bicycle Facilities... 28 3.0 Traffic Operations Analysis Methodology... 31 3.1 THRESHOLDS OF SIGNIFICANCE... 33 4.0 Existing Conditions... 34 5.0 Traffic Volume Development... 38 5.1 TRAVEL MODEL METHODOLOGY... 38 5.2 CUMULATIVE PROJECTS... 38 5.3 MODELED LAND USE... 39 5.4 MODEL OUTPUTS... 40 5.5 PROJECT TRIP GENERATION AND DISTRIBUTION... 41 6.0 Existing Plus Project Conditions... 42 6.1 EXISTING PLUS PROJECT INTERSECTION LEVELS OF SERVICE... 42 7.0 Future Year 2035 Without Project Conditions... 47 7.1 FUTURE YEAR 2035 WITHOUT PROJECT INTERSECTION LEVELS OF SERVICE... 47 1 Page

Traffic Impact Analysis Version 1 8.0 Future Year 2035 With Project Conditions... 51 8.1 FUTURE YEAR 2035 WITH PROJECT INTERSECTION LEVELS OF SERVICE... 51 9.0 Freeway Ramp Queuing Analysis... 56 10.0 Congestion Management Program Analysis (CMP)... 57 10.1 CMP INTERSECTION ANALYSIS... 57 10.2 CMP MAINLINE FREEWAY SEGMENT ANALYSIS... 58 10.3 CMP TRANSIT IMPACT ANALYSIS... 60 11.0 Potential Mitigation Measures... 61 12.0 Conclusions... 64 APPENDICES Appendix A: Traffic Count Data Appendix B: Volume Development Sheets Appendix C: LOS Calculation Sheets Appendix D: MUTCD Peak Hour Signal Warrant Appendix E: Freeway Ramp Queuing Calculation Sheets Appendix F: CMP Transportation Analysis Guidelines LIST OF TABLES Table 1: Proposed Project Land Use... 4 Table 2: Study Area Transit Facilities... 20 Table 3: Intersection Level Of Service Definitions ICU Methodology... 32 Table 4: Intersection Level Of Service Definitions HCM Methodology... 33 Table 5: Intersection Significant Impact Criteria... 34 Table 6: Existing Intersection Peak Hour Level of Service... 35 Table 7: Cumulative Development Projects... 39 Table 8: SCAG Model Socio Economic Data (SED)... 40 Table 9: Adjusted Model Socio Economic Data (SED)... 40 Table 10: Plus Project Model Socio Economic Data (SED)... 40 Table 11: Project Trips Generated per TOD Area... 41 Table 12: Existing Plus Project Intersection Peak Hour Level of Service... 43 Table 13: Future Year 2035 Without Project Intersection Peak Hour Level of Service... 48 Table 14: Future Year 2035 With Project Intersection Peak Hour Level of Service... 52 Table 15: Ramp Intersection Queuing Lengths... 56 Table 16: CMP Intersection Analysis... 57 Table 17: Freeway Segment LOS... 58 Table 18: 2010 CMP Freeway Conditions... 59 Table 19: Future Year 2035 CMP Freeway Conditions... 59 Table 20: Transit Trips Calculations... 60 Table 21: Study Area Transit Facilities 2015 Daily Ridership... 60 2 Page

Traffic Impact Analysis Version 1 Table 22: Future Year 2035 With Project Intersection Peak Hour Level of Service Mitigated Conditions... 63 LIST OF FIGURES Figure 1: Study Area... 6 Figure 2: Intersection Locations... 7 Figure 3A: Downtown TOD Green Boulevards... 9 Figure 3B: Fairview Heights TOD Green Boulevards... 10 Figure 4: Existing Peak Hour Intersection Traffic Volumes... 15 Figure 5A: Downtown Truck Routes... 16 Figure 5B: Fairview Heights Truck Routes... 17 Figure 6A: Downtown Transit Facilities... 18 Figure 6B: Fairview Heights Transit Facilities... 19 Figure 7A: Downtown TOD Existing Pedestrian Facilities... 22 Figure 7B: Fairview Heights TOD Existing Pedestrian Facilities... 23 Figure 8A: Downtown TOD Existing and Proposed (General Plan Circulation Element) Bicycle Routes... 24 Figure 8B: Fairview Heights TOD Existing and Proposed (General Plan Circulation Element) Bicycle Routes... 25 Figure 9A: Downtown TOD Bicycle and Pedestrian Related Collisions... 26 Figure 9B: Fairview Heights TOD Bicycle and Pedestrian Related Collisions... 27 Figure 10A: Downtown TOD Proposed Bicycle Facilities (LRT Bicycle Planning Study)... 29 Figure 10B: Fairview Heights TOD Proposed Bicycle Facilities (LRT Bicycle Planning Study)... 30 Figure 11: Existing Intersection Lane Configurations... 37 Figure 12: Existing Plus Project Peak hour Intersection Traffic Volumes... 46 Figure 13: Future Year 2035 Without Project Peak hour Intersection Traffic Volumes... 50 Figure 14: Future Year 2035 With Project Peak hour Intersection Traffic Volumes... 55 3 Page

1.0 INTRODUCTION Traffic Impact Analysis Version 1 This Traffic Impact Analysis (TIA) has been prepared to identify the potential transportation impacts of the future planned developments within the Downtown and Fairview Heights Transit Oriented Districts (TOD) in the City of Inglewood. The two TODs are centered around the two new Crenshaw Boulevard/LAX Light Rail Transit (LRT) stations, as shown in Figure 1. The 8.5 mile Crenshaw/LAX Light Rail Transit (LRT), which is currently under construction, will connect the existing Exposition Line LRT and the Green Line LRT, near the Los Angeles International Airport (LAX). Eight new transit stations are planned, including two stations in the City of Inglewood at: Florence Avenue/La Brea Avenue and Florence Avenue/West Boulevard. The planned stations are projected to open and be operational in 2019; therefore, the two stations were included as part of the Future Year 2035 Without and With Project scenarios only. The TIA presents the results of analysis performed to evaluate existing traffic operations, and to analyze in detail the impacts of the potential future developments associated with the TOD areas for the buildout year 2035. The traffic analysis follows the City of Inglewood guidelines, the Los Angeles County Public Works 1997 Traffic Impact Analysis guidelines, the Caltrans Guide for the Preparation of Traffic Impact Studies, and the 2010 Los Angeles County Congestion Management Program (CMP) guidelines. 1.1 PROJECT DESCRIPTION The proposed project consist of redeveloping the TOD areas around the two new (under construction at the time of this report) Crenshaw/LAX LRT stations with mixed land use patterns and multi modal transportation facilities. The proposed developments within the TODs, which are referred in this document as the with project scenario, are described in Table 1. Residential (units) TABLE 1: PROPOSED PROJECT LAND USE Retail (s.f.) Office (s.f.) Hotel (rooms) Institutional (s.f.) Industrial & Industrial/Creative Office (s.f.) Downtown Existing Development 4,314 974,432 762,133 23 390,172 798,535 Future Demolition 36 437,549 81,152 23 41,073 302,337 Future Development 2,515 629,602 432,480 258 1,248,476 Development at Buildout 6,793 1,116,485 1,113,461 258 349,099 1,744,674 Fairview Heights Existing Development 1,467 57,505 43,035 18,738 77,944 Future Demolition 4 12,129 41,214 1,710 70,950 Future Development 218 19,011 4,830 383,977 Development at Buildout 1,681 64,387 6,651 401,005 7,354 Project Total Existing Development 5,781 1,031,937 805,168 23 408,910 876,479 Future Demolition 40 449,768 122,366 23 42,783 372,927 Future Development 2,733 648,613 437,310 258 383,977 1,248,476 Development at Buildout 8,474 1,230,872 1,120,112 258 750,104 1,752,029 4 Page

Traffic Impact Analysis Version 1 1.2 STUDY AREA The traffic impact study area was defined in consultation with the City of Inglewood. The study area consists of intersections that are considered to potentially be impacted as a result of traffic related to TOD land uses. The study area includes the following twenty nine (29) intersections, which were selected along arterials that provide primary access and circulation to the two TOD areas: 1. Inglewood Avenue/Hyde Park Boulevard 2. Inglewood Avenue/Florence Avenue 3. Inglewood Avenue/Manchester Boulevard 4. Eucalyptus Avenue/Hyde Park Boulevard 5. Eucalyptus Avenue/Juniper Street 6. Eucalyptus Avenue/Beach Avenue 7. Eucalyptus Avenue/Florence Avenue 8. Hyde Park Boulevard/Juniper Street/La Brea Avenue 9. Fir Avenue/Florence Avenue 10. La Brea Avenue/Beach Avenue 11. La Brea Avenue/Florence Avenue 12. La Brea Avenue/Regent Street 13. La Brea Avenue/Manchester Boulevard 14. Market Street/Florence Avenue 15. Market Street/Regent Street 16. Market Street/Manchester Boulevard 17. Locust Street/Florence Avenue 18. Hillcrest Boulevard/Florence Avenue 19. Hillcrest Boulevard/Manchester Boulevard 20. Centinela Avenue/Florence Avenue 21. Prairie Avenue/Florence Avenue 22. Prairie Avenue/Grace Avenue 23. Prairie Avenue/Manchester Boulevard 24. West Boulevard/Redondo Boulevard 25. West Boulevard/Florence Avenue 26. Crenshaw Boulevard/Florence Avenue 27. Crenshaw Boulevard/Manchester Boulevard 28. La Cienega Boulevard/Florence Avenue 29. I 405NB Ramps/Manchester Boulevard The locations of the study intersections are illustrated in Figure 2. 1.3 STUDY PERIODS Traffic operations were evaluated for each of the following scenarios during the weekday a.m. and p.m. peak hours: Existing (2015) Conditions: The existing conditions analysis is based on new traffic count data collected at the study intersections and count data provided by the City of Inglewood. Existing (2015) Plus Project Conditions: The existing plus project conditions analysis is based on the existing traffic conditions plus the traffic expected to be generated from the buildout of the TOD. The two Crenshaw stations are not included in the analysis because the expected opening year is 2019. Future Year 2035 Without Project Conditions: The future year conditions analysis is based on the future traffic conditions expected without the proposed project. The future traffic growth from regional ambient growth and cumulative projects is included, and the two Crenshaw LRT stations are included in the analysis because the expected opening year is 2019. Future Year 2035 With Project Conditions: The future year with project conditions analysis is based on the future without project as a baseline and adds the project trips expected to be generated by the planned TOD land uses. The two Crenshaw LRT stations are included in the analysis because the expected opening year is 2019. 5 Page

West Blvd Centinela A ve Blv Inglewood Ave h Av e Florence Ave ce en lor e Av F el La z Ha Crenshaw Blvd ac Market St Cedar St d Hy Be La Cienega Blvd LOS ANGELES d rk a ep St ea Br vd Prairie Ave 8th Ave Crenshaw Blvd H illc re Manchester Blvd Kelso St Market St 405 Manchester Dr st Bl La Brea Ave Hillcrest Blvd Legend Crenshaw Line Station Crenshaw Line 0 250500 Eucalyptus Ave Manchester Ter Inlgewood Ave Cedar Ave La Cienega Blvd Oak St Manchester Blvd Crenshaw Dr Market St Locust St Regent St West Blvd Prairie Ave F Fir Ave Hyde Park Blvd e Av ve ea nc lore INGLEWOOD Downtown TOD Study Area West Boulevard (Florence/West) TOD Study Area 1,000 1,500 2,000 Feet Transit Oriented District Development City of City of Inglewood Inglewood City of Inglewood Figure 1 Study Area

West Blvd Centinela A ve Inlgewood Ave h Av e ce en lor (4 (8 (5 el La z Ha St 21 ( ea Br e Av ( 20 ( 18 26 ( Florence Ave e Av F (1 22 ( 23 ( 8th Ave West Blvd Manchester Blvd 27 ( Crenshaw Blvd vd re st Manchester Dr Kelso St Market St 405 19 Manchester Ter ( Bl La Brea Ave Eucalyptus Ave Hillcrest Blvd Crenshaw Dr 16 13 ( ( (3 Inlgewood Ave La Cienega Blvd Cedar Ave Manchester Blvd Oak St 29 ( Prairie Ave Fir Ave 28 ( Locust St (9 Regent St Market St F (7 illc (2 ve ea nc lore 10 ( 14 ( 11 ( 12 15 ( ( Prairie Ave 17 ( H Hyde Park Blvd 25 ( Crenshaw Blvd ac 24 ( Market St Cedar St Be La Cienega Blvd Blv d Hy (6 Legend ( Study Intersections Crenshaw Line Station Crenshaw Line 0 250500 LOS ANGELES d rk a ep INGLEWOOD Downtown TOD Study Area West Boulevard (Florence/West) TOD Study Area 1,000 1,500 2,000 Feet Transit Oriented District Development City City of of Inglewood Inglewood City of Inglewood Figure 2 Intersection Locations

Traffic Impact Analysis Version 1 1.4 PROPOSED PROJECT This section describes the transportation characteristics of the proposed project and the project traffic generation methodology.the Downtown and Fairview Heights TODs would offer increased mobility for all modes of transportations, including: Roadway System Configurations: the existing street system would maintain the current configuration with the exception of Market Street between Florence Avenue and Regent Street. This segment of Market Street will be closed to vehicular traffic to accommodate for the proposed North Market Place. Green Boulevards: Figure 3A and Figure 3B illustrate the proposed Complete Streets, within the study area these streets are labeled Green Boulevards and consist of wide sidewalks, protected bicycle lanes and cycletracks, landscaped buffers between bicycle lanes and travel lanes and raised medians to provide pedestrian refuge. Complete Streets provide the ultimate balance between all modes of transportation along the corridor including passenger cars, buses, bicycles, goods movement vehicles, parking, and pedestrian activities. Complete Streets offer the residents, business community and visitors the complete range of choices for mobility within the project area. 8 Page

Hillcrest Blvd Prairie Ave Locust St Market St Grevillea Avenue Fir Avenue Park Avenue 23,400 Centinela Ave La Brea Ave Exton Ave 27,000 Centinela Ave Edgewood St Market St Warren Ln Florence Ave 21,700 Eucalyptus Avenue La Brea Ave Beach Avenue Beach Avenue 18,500 20,700 23,700 Florence Ave Regent Street Queen Street Manchester Boulevard 27,500 24,500 2,800 Legend Eucalyptus Avenue La Brea Ave Hillcrest Blvd 25,400 26,700 Florence/La Brea Station Crenshaw Line XX Potential Complete Streets Downtown (Florence/La Brea) TOD Study Area Average Daily Traffic (ADT) ADT Source: 2010 City of Inglewood Traffic Count Volume Map Transit Oriented District City of Inglewood 0 250 500 1,000 1,500 Feet Figure 3A Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, Downtown Green Boulevards USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community

63th St Fairview Blvd West Blvd Hyde Park Blvd Crenshaw Blvd Hyde Park Blvd 7,100 67th St Redondo Blvd Florence Ave 21,700 Florence Ave 37,000 2,000 20,700 Prairie Ave West Blvd Crenshaw Blvd Legend Florence/West Station Crenshaw Line XX Fairview Heights (Florence/West) TOD Study Area Potential Complete Streets Average Daily Traffic (ADT) ADT Source: 2010 City of Inglewood Traffic Count Volume Map Transit Oriented District City of Inglewood 0 250 500 1,000 1,500 Feet Figure 3B Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, Fairview Heights Green Boulevards USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community

2.0 ENVIRONMENTAL SETTING Traffic Impact Analysis Version 1 This section presents an overview of the existing roadway and transit system within the study area, and the methodology used to determine existing traffic volumes. 2.1 EXISTING CIRCULATION SYSTEM This section presents an overview of the existing freeway and arterial network within each TOD study area, and indicastes whether they are part of the Los Angeles County Congestion Management Program (CMP) network. The CMP network is comprised of a specific system of arterial roadways plus all freeways in Los Angeles County, as established by the Los Angeles County Metropolitan Transportation Authority (Metro). 2.1.1 FREEWAY NETWORK The following is a description of the freeway network that provides regional access to the study area. All freeways near the study area are part of the CMP network. I 405 (San Diego Freeway) is a major north south freeway that runs along the western edge of Inglewood. I 405 connects the San Fernando Valley to Orange County by traversing western Los Angeles. I 405 through Inglewood varies between four and five lanes in each direction with several sections having auxiliary lanes between successive on and off ramps. Access to I 405 from Florence Avenue is provided by an atypical interchange, with only a southbound off ramp connecting to Florence Avenue at La Cienega Boulevard. La Cienega Boulevard south of Industrial Avenue splits into one way segments in each direction that cross over I 405 and merge at Florence Avenue. The southbound segment merges with the southbound freeway on and off ramps before intersecting Florence Avenue. The northbound segment of La Cienega Boulevard merges with the northbound off ramp (which begins south of Manchester Boulevard) before intersecting Industrial Avenue. I 105 (Glenn Anderson Freeway & Transitway) is an east west freeway that runs along the southern edge of Inglewood. I 105 consists of one HOV lane and three general purpose traffic lanes in each direction. The Metro Green Line LRT route is located within the median of I 105. 2.1.2 ARTERIAL AND COLLECTOR NETWORK A brief description of each roadway type, as defined in the City of Inglewood 1992 General Plan, is provided below: A Major Arterial functions primarily as an inter city route that is generally designed to carry over 30,000 vehicles per day. Major arterials typically have a minimum of two full time through lanes in each direction in addition to a separate median lane (raised or painted) to accommodate left turn movements. A Minor Arterial functions in a similar mannar as a major arterial, but may be discontinuous within the City, and is generally designed to carry 15,000 to 30,000 vehicles per day. Minor arterials typically have a minimum of two travel lanes in each direction, and maintain a separate (generally painted) median lane to accommodate left turn movement if there is sufficient roadway width. A Collector functions as a transitional street between arterials and local streets, and is generally designed to carry 3,000 to 10,000 vehicles per day. Collectors typically have at least one travel lane in each direction. 11 Page

Traffic Impact Analysis Version 1 The existing configurations of the roadways within the study area are described below: Beach Avenue runs in an east west orientation north of Florence Avenue between Plymouth Street and Centinela Avenue. It is designated as a collector in the City s General Plan Circulation Element. The avenue consists of one travel lane in each direction, with on street parking on both sides. The speed limit is established as 30 mph. Centinela Avenue runs in a north south orientation in the project area beginning at Florence Avenue and continuing north through Hyde Park Boulevard, where it curves to the west and runs in an east west direction through La Cienega Boulevard and continues through the west under I 405. Centinela Avenue is classified as a major arterial in the City s General Plan Circulation Element and consists of two travel lanes in each direction. There is on street parking on both sides within the project area. The speed limit is established as 40 mph. Crenshaw Boulevard lies to the east of the project area and runs in a north south orientation with three travel lanes in each direction. Crenshaw Boulevard is classified as a major arterial in the City s General Plan Circulation Element. Crenshaw Boulevard provides a direction to I 105 on the southern edge of Inglewood, and to I 10 north of the City. There is on street parking on both sides of the boulevard within the project area. The speed limit is established as 35 mph. Eucalyptus Avenue lies west of La Brea Avenue and runs in a north south orientation for the entire length of the city limits with one travel lane in each direction. Eucalyptus Avenue is classified as a minor arterial in the City s General Plan Circulation Element. There is on street parking in the project area south of Manchester Boulevard, and limited parking in certain segments north of Manchester Boulevard. The speed limit is established as 30 mph. Fairview Boulevard runs in an east west orientation, joining Hyde Park Boulevard on the east. The portion of the boulevard within the project area is designated as a collector in the City s General Plan Circulation Element. The boulevard consists of one travel lane in each direction, with on street parking on both sides. The speed limit is established as 25 mph. Fir Avenue is located west of La Brea Avenue in a north south orientation, beginning at Florence Avenue and terminating at Manchester Boulevard, with one travel lane in each direction. Fir Avenue is classified as a collector in the City s General Plan Circulation Element. Fir Avenue provides on street parking on most segments. The speed limit is established as 25 mph. Florence Avenue traverses the project area in an east west orientation with two travel lanes in each direction. There is also a bike lane in each direction between Locust Street and Redondo Boulevard. Florence Avenue is classified as a major arterial in the City s General Plan Circulation Element and provides an east west connection from I 110 through Inglewood to I 405. There is no on street parking in the project area, and Florence Avenue is part of the County s CMP network. The designated speed limit is established as 40 mph. Grace Avenue runs in an east west orientation between Locust Street and Hillcrest Boulevard, and is designated as a local street. Grace Avenue consists of one travel lane in each direction, with parallel on street parking on the north and southeastern side and angled on street parking in the southwestern portion of the street. The speed limit is established as 25 mph. Hillcrest Boulevard has a north south orientation and is classified as a collector in the City s General Plan Circulation Element that serves to connect Florence Avenue to Manchester 12 Page

Traffic Impact Analysis Version 1 Boulevard. Hillcrest Boulevard has one travel lane in each direction and has parking on both sides. The speed limit is established as 30 mph. Hyde Park Boulevard runs in an east west orientation north of Florence Avenue. It is designated as a collector in the City s General Plan. Hyde Park Boulevard consists of one travel lane in each direction, with on street parking on both sides. The speed limit is established as 30 mph. Inglewood Avenue has a north south orientation and is classified as a collector in the City s General Plan Circulation Element. Inglewood Avenue has one travel lane in each direction and provides on street parking on both sides. Juniper Street has an east west orientation and is classified as a collector in the City s General Plan Circulation Element, connecting Eucalyptus Avenue to La Brea Avenue and Hyde Park Boulevard. The street has one travel lane in each direction and provides on street parking on both sides. La Brea Avenue traverses the project area in a north south orientation with two travel lanes in each direction. La Brea Avenue is classified as a major arterial in the City s General Plan Circulation Element and provides the project area with access to I 10 and Mid City, and connects to Hawthorne Boulevard and links up to I 105. There is on street parking on both sides of La Brea Avenue within the project area. The speed limit is established as 35 mph. Locust Street runs in a north south orientation between Florence Avenue and Nutwood Street/Hillcrest Boulevard Locust Street is classified as a local street north of Regent Street, and as a collector south of Regent Street. There is one travel lane and one bike lane in each direction, with on street parking on both sides of the street. The speed limit is established as 30 mph. Manchester Boulevard runs in an east west orientation with two travel lanes in the westward direction and two travel lanes west of Hillcrest Boulevard and three travel lanes east of Hillcrest Boulevard in the eastward direction. Manchester Boulevard is classified as a major arterial in the City s General Plan Circulation Element and provides an east west connection from I 110 through the heart of Inglewood and continues west to Playa Del Rey. Manchester Boulevard passes by multiple key locations in the study area including the Inglewood Park Cemetery, The Forum, and Inglewood High School. There is on street parking on both sides of the boulevard within the project area. Manchester Boulevard is part of the CMP network. The speed limit is established as 35 mph. Market Street begins east of La Brea Avenue at Florence Avenue, and meets La Brea Avenue further south. Market Street is classified as a minor arterial according to the City s General Plan Circulation Element. There is one travel lane in each direction with a median lane to accommodate left turn movements. There is also a mixture of parallel and angled street parking along both sides of the street. The speed limit is established as 25 mph. Prairie Avenue is located on the eastern border of the project area between Florence Avenue and Manchester Boulevard. There are two travel lanes in each direction and is designated as a major arterial in the City s General Plan Circulation Element. There is no on street parking available. The speed limit in the project area is established as 40 mph. Redondo Boulevard parallels a rail right of way and connects to West Boulevard. Redondo Boulevard no longer connects to Florence Avenue. Redondo Boulevard consists of one travel lane 13 Page

Traffic Impact Analysis Version 1 in each direction and there is angled parking along the southern side. The speed limit is established as 35mph. Regent Street runs in an east west orientation south of Florence Avenue. It is designated as a collector in the City s General Plan Circulation Element. Regent Street consists of one travel lane in each direction with parking on both sides of the street, with the exception of the segment between Fir Avenue and La Brea Avenue, where there are two travel lanes in each direction and no on street parking. The speed limit is established as 35 mph. Warren Lane runs in a southwest direction between Park Avenue and Centinela Avenue. Warren Lane is designated as a collector in the City s General Plan Circulation Element. Warren Lane consists of one travel lane in each direction, with parking on both sides. The speed limit is established as 25 mph. West Boulevard runs north south from Florence Avenue. West Boulevard is classified as a minor arterial in the City s General Plan Circulation Element, with one travel lane plus one bike lane in each direction. There is on street parking on both sides of the boulevard within the project area. The speed limit is established as 30 mph. 2.1.3 EXISTING TRAFFIC VOLUMES Existing (2015) traffic counts were obtained at the twenty nine (29) intersections from various sources, including the City of Inglewood. All counts were conducted during the a.m. peak period (7:00 9:00) and p.m. peak period (4:00 6:00). The traffic impact analysis is based on the highest single hour of traffic during each time period at each location. Detailed vehicle turning movement data and parking counts are included in Appendix A. Figure 4 shows the existing peak hour volumes at the study intersections. 2.2 EXISTING MULTIMODAL MOBILITY This section presents a description of existing facilities and routes that serve multimodal mobility needs within each of the TODs in the study area. The City has developed and invested in many existing transportation and mobility options including: truck routes, bus routes and stops, bicycle routes, sidewalks, and multi purpose paths. 2.2.1 TRUCK CIRCULATION The City of Inglewood s truck routes are illustrated in Figures 5A and 5B, as described in the City s Municipal Code Section 3 85. Major north south routes are La Brea Avenue, Centinela Avenue, Eucalyptus Avenue, West Boulevard, and Crenshaw Boulevard. Major east west routes are Florence Avenue, Hyde Park Boulevard, and Manchester Boulevard. 2.2.2 PUBLIC TRANSIT The transit system serving the two TODs are comprised of bus services provided by the Metropolitan Transportation Authority (Metro). Transit routes serving each study area corridor are illustrated in Figure 6A and 6B. Table 2 lists the transit lines near each study area along with descriptions and corresponding characteristics including major origin/destinations, routes, and frequencies. 14 Page

West Blvd Market St Inlgewood Ave St 21 ( ( Florence Ave Crenshaw Blvd Cedar St 20 ( 18 22 ( 19 Manchester Ter ( illc H 23 ( Hillcrest Blvd 8th Ave Manchester Dr re st Bl La Brea Ave Eucalyptus Ave vd 16 13 ( ( (3 Inlgewood Ave Cedar Ave Oak St La Cienega Blvd Manchester Blvd Manchester Blvd Market St Prairie Ave Kelso St 405 27 ( Crenshaw Blvd (9 West Blvd (7 Regent St Locust St (2 nc re Flo 10 ( 14 ( 11 ( 12 15 ( ( Market St ve ea Prairie Ave 17 ( Fir Ave Hyde Park Blvd 25/16 41/65 18/28 el z Ha 26 ( Crenshaw Dr 223/143 18/22 23/27 783/1128 40/65 La Cienega Blvd (4 (8 (5 ( 29 ( 1448/826 1193/641 25 ( ve ea c 28 ( 268/288 613/928 79/97 670/1190 90/88 60/37 1053/437 327/296 241/83 4/22 Legend 227/128 460/630 328/472 327/190 1494/898 164/162 1334/782 60/120 176/147 1261/734 213/215 20. Centinela Ave / Florence Ave 32/46 259/330 27/18 794/862 Av e 24 ( ren 1 15. Market St / Regent St Blv Flo (6 113/117 651/921 135/213 83/55 199/184 55/80 56/52 766/968 224/409 36/61 164/377 14/65 285/240 705/825 38/25 223/140 12/15 103/71 171/92 11/17 86/90 169/206 43/43 49/30 4/120 790/974 5/30 12 2 35 /20 20 /8 1 /4 3 8 143/108 512/740 103/171 0/5 0/8 1/18 351/276 289/350 52/92 100/18 707/950 44/127 157/43 769/871 68/16 104/45 29/30 9/5 467/293 18/18 140/65 607/786 124/172 17/41 69/108 18/52 h e Av 575/249 1024/653 184/233 ac ea 19. Hillcrest Blvd / Manchester Blvd Be 10. La Brea Ave / Beach Ave 27/22 413/159 43/28 a ep d Hy Br 18. Hillcrest Blvd / Florence Ave rk La 46/57 629/1228 16/28 113/57 1034/646 131/66 57/39 114/65 86/100 18/26 73/71 42/31 14. Market St / Florence ave 15/12 39/104 41/64 d Centinela A ve 5. Eucalyptus Ave / Juniper St 42/53 1018/803 64/56 619/990 99/99 169/247 242/178 999/607 57/49 63/128 247/205 56/62 17. Locust St / Florence Ave 9. Fir Ave / Florence Ave 68/76 52/51 1256/707 226/203 40/27 171/88 57/23 13. La Brea Ave / Manchester Blvd 625/1030 55/99 70/107 630/1031 47/47 16/11 986/452 75/28 11/12 274/168 1/6 1331/1033 ( Study Intersections Crenshaw Line Station 27. Crenshaw Blvd / Manchester Blvd 51/127 354/700 26/24 28. La Cienega Blvd / Florence Ave 19/48 608/1060 418/319 210/463 168/245 731/375 26. Crenshaw Blvd / Florence Ave 189/138 617/671 137/187 151/207 454/253 149/30 25. West Blvd / Florence Ave 140/134 851/1380 134/173 27/23 689/848 177/153 24. West Blvd / Redondo Blvd 87/115 842/1487 23/52 983/704 179/144 23. Prairie Ave / Manchester Blvd 17/25 50/53 796/609 61/27 22. Prairie Ave / Grace Ave 102/37 601/1101 120/186 178/287 867/654 177/188 21. Prairie Ave / Florence Ave 67/54 65/73 909/871 162/72 447/469 820/443 827/1230 489/501 157/140 550/1101 80/97 315/209 63/34 1818/1040 413/408 614/1045 14/33 4. Eucalyptus Ave / Hyde Park Blvd 156/126 884/595 34/37 1115/635 207/106 56/83 8/24 16. Market St / Manchester Blvd 8. Hyde Park Blvd & Juniper St / La Brea Ave 44/96 80/161 11/23 30/22 158/72 9/7 11/6 218/175 24/13 40/36 1069/784 25/31 14/49 94/70 15/13 18/28 680/1144 21/25 12. La Brea Ave / Regent St 56/90 31/63 23/24 1/2 29/33 97/35 111/35 41/28 29/38 754/422 125/95 11. La Brea Ave / Florence Ave 40/30 156/251 108/80 127/91 314/95 25/29 23/101 794/665 135/49 49/62 858/694 74/17 107/115 514/851 55/66 146/151 830/418 88/95 7. Eucalyptus Ave / Florence Ave 3. Inglewood Ave / Manchester Blvd 18/27 840/801 47/26 4/6 6. Eucalyptus Ave / Beach Ave 220/383 658/1079 24/29 78/42 933/472 39/39 16/17 396/231 18/5 72/86 371/365 167/77 8/11 123/133 212/132 30/46 153/105 59/90 2. Inglewood Ave / Florence Ave 65/97 658/1207 7/43 49/38 984/830 51/60 607/68 227/123 77/84 1. Inglewood Ave / Hyde Park Blvd 3/13 645/1349 22/60 2/6 1171/571 203/182 193/142 1/6 62/21 7/6 35/36 2/4 29/26 100/256 2/2 45/21 179/81 4/5 29. I-405 NB Ramps / Manchester Blvd Crenshaw Line Downtown TOD Study Area Fairview Heights (Florence/West) TOD Study Area City of Inglewood Transit Oriented District Development City City of of Inglewood Inglewood Figure 4 Existing Peak Hour Intersection Traffic Volumes

Centinela Ave Exton Ave Centinela Ave Florence Ave Florence Ave La Brea Ave Market St Edgewood St Hillcrest Blvd Prairie Ave Manchester Boulevard Eucalyptus Avenue La Brea Ave La Brea Ave Park Avenue Warren Ln Eucalyptus Avenue Regent Street Queen Street Market St Locust St Beach Avenue Fir Avenue Grevillea Avenue Beach Avenue Hillcrest Blvd Legend Florence/La Brea Station Crenshaw Line Downtown (Florence/La Brea) TOD Study Area Truck Routes 0 250 500 1,000 1,500 Feet Transit Oriented District City of Inglewood Figure 5A Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, Downtown Truck Routes USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community

63th St Fairview Blvd Hyde Park Blvd Hyde Park Blvd West Blvd 67th St Crenshaw Blvd Redondo Blvd Florence Ave Florence Ave West Blvd Prairie Ave Crenshaw Blvd Legend Florence/West Station Crenshaw Line Fairview Heights (Florence/West) TOD Study Area Truck Routes Transit Oriented District City of Inglewood 0 250 500 1,000 1,500 Feet Figure 5B Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, Fairview Heights Truck Routes USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community

Centinela Ave Exton Ave Centinela Ave Florence Ave Florence Ave La Brea Ave Market St Edgewood St Market St Hillcrest Blvd Prairie Ave Manchester Boulevard Eucalyptus Avenue La Brea Ave La Brea Ave Park Avenue Warren Ln Eucalyptus Avenue Regent Street Queen Street Beach Avenue Fir Avenue Grevillea Avenue Beach Avenue Locust St Hillcrest Blvd Legend Downtown (Florence/La Brea) TOD Study Area Transit Facilities Line 442 Florence/La Brea Station Crenshaw Line Line 40 Line 111/311 Line 115 Line 607 ") Bus Stops Line 212/312 0 250 500 1,000 1,500 Feet Transit Oriented District City of Inglewood Figure 6A Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, Downtown Transit Facilities USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community

63th St Fairview Blvd Hyde Park Blvd Hyde Park Blvd West Blvd 67th St Crenshaw Blvd Redondo Blvd Florence Ave Florence Ave Crenshaw Blvd Legend Prairie Ave Fairview Heights (Florence/West) TOD Study Area West Blvd Florence/West Station Crenshaw Line Line 110 Line 111/311 Line 210 Line 710 Line 740 ") Bus Stops Transit Oriented District City of Inglewood 0 250 500 1,000 1,500 Feet Figure 6B Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, Fairview Heights Transit Facilities USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community

Traffic Impact Analysis Version 1 Bus Route TABLE 2: STUDY AREA TRANSIT FACILITIES From / To To / From Via 40 South Bay Galleria Union Station 110 Playa Vista Bell Gardens Hawthorne Boulevard/La Brea Avenue/Florence Avenue/Crenshaw Boulevard/MLK Jr Boulevard/Broadway Jefferson Boulevard/Sepulveda Boulevard/Hyde Park Boulevard/Gage Avenue Peak Hour Frequency AM PM 10 30 min 20 40 min 20 25 min 20 25 min 111/311 LAX City Bus Center Norwalk Station Florence Avenue 15 30 min 20 40 min 115 Playa Del Rey Norwalk Station Manchester Boulevard 10 20 min 20 30 min 210 South Bay Galleria Vine & Hollywood 211/215 Redondo Beach Inglewood 212 312 442 607 Hawthorne/Lennox Station Hawthorne/Lennox Station Hawthorne/Lennox Station Inglewood Transit Center 710 South Bay Galleria Hollywood/Vine Red Line Station Hollywood/Vine Red Line Station Union Station Inglewood Transit Center Wilshire Western Purple Line Station Expo/Crenshaw 740 South Bay Galleria Station Source: Metropolitan Transportation Authority (Metro) Artesia Boulevard/Crenshaw Boulevard/Rosemore Avenue/Vine Street South Bay Galleria/Prairie Avenue/Manchester Boulevard/Inglewood Avenue Prairie Avenue/La Brea Avenue /Hollywood Boulevard Prairie Avenue/La Brea Avenue /Hollywood Boulevard La Brea Avenue/Manchester Avenue/Harbor Transitway La Brea Avenue/Regent Street/Beach Avenue/La Tijera Boulevard/Angeles Vista Boulevard/54 th Street/West Boulevard/Fairview Boulevard/Hyde Park Boulevard/Centinela Avenue/Locust Street/La Brea Avenue Redondo Beach Boulevard/Crenshaw Boulevard/Wilshire Boulevard Hawthorne Boulevard/Florence Avenue/Crenshaw Boulevard 20 30 min 15 25 min Limited service Limited service 15 20 min 10 25 min 15 25 min 10 15 min 25 45 min 30 60 min 50 60 min 50 60 min 10 20 min 15 25 min 10 20 min 15 25 min 2.2.3 PEDESTRIAN AND BICYCLE FACILITIES Existing pedestrian facilities within the study area generally consist of traditional sidewalks and pedestrian street crossings. The existing facilities are typically lacking in pedestrian enhancements such as landscaping, medians, pathways, alleys, and other pedestrian friendly amenities including shading, furniture, signage and other comforts. Figures 7A and 7B illustrate the pedestrian facilities in each TOD study area. Existing bicycle lanes exist on Florence Avenue east of Market Street and on Locust Street between Manchester Boulevard and Flroence Avenue. There is also a bike trail in Edward Vincent Junior Park. 20 Page

Traffic Impact Analysis Version 1 Figures 8A and 8B illustrate the existing bicycle facilities and the proposed bicycle facilities listed in the City of Inglewood Circulation Element. 2.2.4 COLLISION HISTORY Collision data within the two TOD study areas were collected from the California Highway Patrol s Statewide Integrated Traffic Records System (SWITRS) for the period from 2003 to 2011. Figures 9A and 9B show the distribution of bicycle and pedestrian related collisions occurring within 250 feet of an intersection. Downtown TOD (Florence/La Brea Station) The number of bicycle and pedestrian collisions near intersections located in the Downtown TOD study area are relatively small, ranging from one to four accidents between 2003 and 2011. The only exception is in the Historic Downtown, at the intersection of Queen Street at La Brea Avenue, where there were five to eight pedestrian related collisions between 2003 and 2011. However, northwest of the study area, the intersection of Inglewood Avenue at Venice Way recorded nine to twelve bicycle related collisions and nine to twelve pedestrian related collisions, significantly higher than other surrounding intersections. Fairview Heights TOD (Florence/West Station) SWITRS data shows a very small number of collisions within the Fairview Heights TOD study area, with one to four bicycle or pedestrian related collisions on major thoroughfares such as Florence Avenue, 67 th Street, Hyde Park Boulevard, and Fairview Boulevard between 2003 and 2011. However, in the eastern portion of the study area, there appears to be higher numbers of collisions with intersections of Hyde Park Boulevard at Crenshaw Boulevard and 67 th Street at Crenshaw Boulevard both recording five to eight pedestrian related collisions. The area with the highest number of collisions, with over twelve pedestrian related collisions, is located at or near the intersection of Florence Avenue at Crenshaw Boulevard. 21 Page

Hillcrest Blvd Prairie Ave Locust St Market St Grevillea Avenue Fir Avenue Park Avenue Centinela Ave La Brea Ave Exton Ave Centinela Ave Edgewood St Warren Ln Florence Ave Market St Eucalyptus Avenue La Brea Ave Beach Avenue Beach Avenue Florence Ave Regent Street Text Queen Street Manchester Boulevard Legend Eucalyptus Avenue Florence/La Brea Station La Brea Ave Hillcrest Blvd Crenshaw Line Pedestrian Crosswalks Sidewalk Missing Sidewalk Downtown (Florence/La Brea) TOD Study Area 0 250 500 1,000 1,500 Feet Transit Oriented District City of Inglewood Figure 7A Downtown Existing Pedestrian Facilities Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community

63th St Fairview Blvd West Blvd Hyde Park Blvd Crenshaw Blvd Hyde Park Blvd 67th St Redondo Blvd Florence Ave Florence Ave Prairie Ave West Blvd Crenshaw Blvd Legend Florence/West Station Crenshaw Line Pedestrian Crosswalks Sidewalk Missing Sidewalk Fairview Heights (Florence/West) TOD Study Area Transit Oriented District City of Inglewood 0 250 500 1,000 1,500 Feet Figure 7B Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AEX, Fairview Getmapping, Heights Aerogrid, Existing IGN, IGP, swisstopo, Pedestrian and the Facilities GIS User Community

Centinela Ave Exton Ave Centinela Ave Florence Ave Florence Ave La Brea Ave Market St Edgewood St Hillcrest Blvd Prairie Ave Manchester Boulevard Eucalyptus Avenue La Brea Ave La Brea Ave Park Avenue Warren Ln Eucalyptus Avenue Regent Street Queen Street Market St Locust St Beach Avenue Fir Avenue Grevillea Avenue Beach Avenue Hillcrest Blvd Legend Florence/La Brea Station Crenshaw Line Downtown (Florence/La Brea) TOD Study Area Bicycle Route 0 250 500 1,000 1,500 Feet Transit Oriented District City of Inglewood Figure 8A Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, Downtown Bicycle Routes USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community

63th St Fairview Blvd Hyde Park Blvd Hyde Park Blvd West Blvd 67th St Crenshaw Blvd Redondo Blvd Florence Ave Florence Ave West Blvd Prairie Ave Crenshaw Blvd Legend Florence/West Station Crenshaw Line Fairview Heights (Florence/West) TOD Study Area Bicyle Route Transit Oriented District City of Inglewood 0 250 500 1,000 1,500 Feet Figure 8B Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, Fairview Heights Bicycle Routes USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community

La Brea Ave Centinela Ave 0 250 500 1,000 1,500 Feet Park Avenue Exton Ave Centinela Ave Florence Ave Florence Ave La Brea Ave Market St Edgewood St Warren Ln Eucalyptus Avenue Regent Street Queen Street Beach Avenue Fir Avenue Grevillea Avenue Market St Hillcrest Blvd Prairie Ave Manchester Boulevard La Brea Ave Eucalyptus Avenue Locust St Beach Avenue Hillcrest Blvd Legend Downtown (Florence/La Brea) TOD Study Area Florence/La Brea Station Crenshaw Line Bicycle Related Collisions (2003-2011) * 1-4 * 5-8 * 9-12 * >12 Pedestrian Related Collisions (2003-2011) 1-4 5-8 9-12 >12 Transit Oriented District City of Inglewood Figure 9A Downtown Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, Bicycle AEX, and Getmapping, Pedestrian Aerogrid, Related IGN, IGP, Collisions swisstopo, (2003 and the - GIS 2011) User Community

Fairview Blvd 0 250 500 1,000 1,500 63th St Hyde Park Blvd Feet Hyde Park Blvd West Blvd 67th St Crenshaw Blvd Redondo Blvd Florence Ave Florence Ave West Blvd Prairie Ave Crenshaw Blvd Legend Fairview Heights (Florence/West) TOD Study Area Florence/West Station Crenshaw Line Bicycle Related Collisions (2003-2011) * 1-4 * 5-8 * 9-12 * >12 Pedestrian Related Collisions (2003-2011) 1-4 5-8 9-12 >12 Transit Oriented District City of Inglewood Figure 9B Fairview Heights Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, Bicycle AEX, and Getmapping, Pedestrian Aerogrid, Related IGN, IGP, Collisions swisstopo, (2003 and the - GIS 2011) User Community

Traffic Impact Analysis Version 1 2.3 FUTURE CIRCULATION SYSTEM 2.3.1 FREEWAY NETWORK The future freeway network consists of the same freeways as the existing freeway network. There are no planned projects occurring on the freeways between 2015 and 2035 within the project area. 2.3.2 ARTERIAL AND COLLECTOR NETWORK The future arterial and collector network is identical to the existing arterial and collector network with the exception of the following: Eucalyptus Avenue is designated as a minor arterial in the City s General Plan Circulation Element, resulting in a future configuration of two lanes in each direction. West Boulevard is designated as a minor arterial in the City s General Plan Circulation Element, resulting in a future configuration of two lanes in each direction. 2.4 FUTURE MULTIMODAL MOBILITY 2.4.1 TRUCK CIRCULATION The City of Inglewood s truck routes are illustrated in Figures 5A and 5B, and are identical to the existing configuration. 2.4.2 PUBLIC TRANSIT The majority of the public transit system is expected to be identical in the future as it currently operates, with the exception of the addition of the Crenshaw/LAX LRT line that is currently under construction. The 8.5 mile Crenshaw/LAX line will connect the existing Exposition Line LRT and the Green Line LRT, near the Los Angeles International Airport (LAX). Eight new transit stations are planned, including two stations in the City of Inglewood at: Florence Avenue/La Brea Avenue and Florence Avenue/West Boulevard. The planned stations are projected to open and be operational in 2019. 2.4.3 PEDESTRIAN AND BICYCLE FACILITIES The future pedestrian and bicycle facilities are planned to be identical to the existing system, with the following exceptions: According to the City of Inglewood General Plan Circulation Element, there are several proposed bicycle routes within the study area. In the Downtown TOD study area, two routes are listed: a bicycle route running in the westbound direction on Florence Avenue which turns southbound onto La Brea Ave; and a bicycle route which branches off Florence Avenue to Centinela Avenue, then it turns eastbound on Warren Lane and northbound on Marlborough Avenue. In the Fairview Heights TOD study area, one route is proposed to run from the intersection of Redondo Boulevard and Florence Avenue and continuing westbound to La Brea Avenue. In addition, the 2010 Crenshaw/LAX Transit Project LRT Bicycle Planning Study identified several potential bicycle facilities within each study area, which provide key connections to the proposed stations. It should be noted that these potential routes were recommended to the City of Inglewood for their review and have not been implemented. Figures 10A and 10B illustrate the proposed bicycle facilities from the 2010 LRT Bicycle Planning Study. 28 Page

Florence/La Brea Bicycle Connections Existing Bicycle Facilities Class i Class ii Class iii Planned Bicycle Facilities Class i Class ii Class iii Source: 2010 Crenshaw/LAX Transit Project - LRT Bicycle Planning Study Transit Oriented District City of Inglewood Figure 10A Downtown (Florence/La Brea) TOD Bicycle Facilities proposed in the 2010 LRT Bicycle Planning Study

Florence/West Bicycle Connections Planned Bicycle Facilities Class i Class ii Class iii Source: 2010 Crenshaw/LAX Transit Project - LRT Bicycle Planning Study Transit Oriented District City of Inglewood Figure 10B Fairview Heights (Florence/West) TOD Bicycle Facilities proposed in the 2010 LRT Bicycle Planning Study

Traffic Impact Analysis Version 1 3.0 TRAFFIC OPERATIONS ANALYSIS METHODOLOGY The quality of traffic operations is characterized using the concept of level of service (LOS). Level of service is defined by a range of grades from A (best) to F (worst). At intersections, LOS A represents relatively free flow operating conditions with little or no delay. LOS F is characterized by extremely unstable flow conditions, severe congestion and delays with traffic volumes at or near the intersection s design capacity. This typically results in long vehicular queues extending from all approaches to intersection. In this report, analysis of traffic operations was conducted according to the traffic impact analysis guidelines used by the City of Inglewood. The City of Inglewood uses the Los Angeles County Public Works 1997 Traffic Impact Analysis guidelines. Utilizing these guidelines, intersection operating conditions were quantified using the Intersection Capacity Utilization (ICU) method. The ICU methodology is used for signalized intersections. The ICU methodology does not apply to non signalized intersections. However, in order to determine the change in volume to capacity ratios for the purposes of defining significant impacts, the non signalized intersections were evaluated as signalized intersections using the ICU methodology. Volume to capacity (V/C) ratios and corresponding level of service (LOS) were calculated at study intersections during the weekday a.m. and p.m. peak hours. It should be noted that three of the study intersections are located in the City of Los Angeles, or in close proximity; therefore, these intersections were also analyzed using the Critical Movement Analysis (CMA) methodology, per City of Los Angeles Guidelines. Both ICU and CMA methodologies are commonly used to determine V/C ratios. Table 3 presents a brief description of each level of service letter grade, as well as the range of V/C ratios associated with each grade for signalized intersections. 31 Page

Traffic Impact Analysis Version 1 Level of Service TABLE 3: INTERSECTION LEVEL OF SERVICE DEFINITIONS ICU METHODOLOGY Intersection Description Volume to Capacity (V/C) Ratio A Excellent operation. All approaches to the intersection appear quite open, turning movements are easily made, and nearly all drivers find freedom of operation. 0.000 0.600 B Very good operation. Many drivers begin to feel somewhat restricted within platoons of vehicles. This represents stable flow. An approach to an intersection may occasionally be fully utilized and traffic queues start to form. >0.600 0.700 C Good operation. Occasionally drivers may have to wait more than 60 seconds, and back ups may develop behind turning vehicles. Most drivers feel somewhat restricted. >0.700 0.800 D Fair operation. Cars are sometimes required to wait more than 60 seconds during short peaks. There are no long standing traffic queues. >0.800 0.900 E Poor operation. Some long standing vehicular queues develop on critical approaches to intersections. Delays may be up to several minutes. >0.900 1.000 F Forced flow. Represents jammed conditions. Backups form locations downstream or on the cross street may restrict or prevent movement of vehicles out of the intersection approach lanes; therefore, volumes carried are not predictable. Potential for stop and go type traffic flow. > 1.000 Source: Highway Capacity Manual 2000, Transportation Research Board, Washington, D.C., 2000. For intersections operated under Caltrans jurisdiction and the 5 legged intersection at Hyde Park Boulevard/Juniper Street/La Brea Avenue, analysis of traffic operations were conducted utilizing the Highway Capacity Manual (HCM) methodology for evaluation of intersection operating conditions, which uses vehicular delay criteria to determine LOS. Hyde Park Boulevard/Juniper Street/La Brea Avenue intersection is analyzed in HCM methodology because ICU methodology does not support 5 legged intersections. Table 4 presents a brief description of each level of service letter grade, as well as the range of HCM average intersection delay associated with each grade for signalized intersections. 32 Page

Traffic Impact Analysis Version 1 Level of Service TABLE 4: INTERSECTION LEVEL OF SERVICE DEFINITIONS HCM METHODOLOGY Description Signalized Intersection Delay (seconds per vehicle) A Excellent operation. All approaches to the intersection appear quite open, turning movements are easily made, and nearly all drivers find freedom of operation. < 10 B Very good operation. Many drivers begin to feel somewhat restricted within platoons of vehicles. This represents stable flow. An approach to an intersection may occasionally be fully utilized and traffic queues start to form. >10 and < 20 C Good operation. Occasionally drivers may have to wait more than 60 seconds, and back ups may develop behind turning vehicles. Most drivers feel somewhat restricted. >20 and < 35 D Fair operation. Cars are sometimes required to wait more than 60 seconds during short peaks. There are no long standing traffic queues. >35 and < 55 E Poor operation. Some long standing vehicular queues develop on critical approaches to intersections. Delays may be up to several minutes. >55 and < 80 F Forced flow. Represents jammed conditions. Backups form locations downstream or on the cross street may restrict or prevent movement of vehicles out of the intersection approach lanes; therefore, volumes carried are not predictable. Potential for stop and go type traffic flow. > 80 Source: Highway Capacity Manual 2000, Transportation Research Board, Washington, D.C., 2000. 3.1 THRESHOLDS OF SIGNIFICANCE Consistent with Los Angeles County Public Works traffic impact review guidelines, a project s traffic impact is evaluated based on ICU and is considered significant if the change in V/C ratio relative to the without project signalized intersection level of service (LOS) meets or exceeds the thresholds listed in Table 5. 33 Page

Traffic Impact Analysis Version 1 TABLE 5: INTERSECTION SIGNIFICANT IMPACT CRITERIA Intersection LOS in Pre Project Conditions V/C Project V/C Increase C 0.71 to 0.80 0.04 or more D 0.81 to 0.90 0.02 or more E / F 0.91 or more 0.01 or more A project impact is considered significant at a Caltrans facility if the project traffic results in a worsening of the level of service from LOS D or better to LOS E or F. In addition, a project impact is considered significant if a Caltrans facility is currently operating at LOS E or F and the project traffic results in an increase in average vehicle delay. 4.0 EXISTING CONDITIONS A level of service analysis was conducted to evaluate existing intersection operations during the a.m. and p.m. peak hours at the twenty nine (29) study intersections. Table 6 summarizes the existing LOS at the study intersections. LOS calculation sheets are provided in Appendix B. Figure 11 summarizes the existing intersection lane configurations. 34 Page

Traffic Impact Analysis Version 1 Intersection TABLE 6: EXISTING INTERSECTION PEAK HOUR LEVEL OF SERVICE Control Type AM Peak Hour V/C or Delay LOS PM Peak Hour V/C or Delay 1 Inglewood Ave/Hyde Park Blvd unsignalized 0.343 A 0.293 A 2 Inglewood Ave/Florence Ave signalized 0.571 A 0.747 C 3 Inglewood Ave/Manchester Blvd signalized 0.847 D 0.731 C 4 Eucalyptus Ave/Hyde Park Blvd unsignalized 0.394 A 0.366 A 5 Eucalyptus Ave/Juniper St unsignalized 0.510 A 0.453 A 6 Eucalyptus Ave/Beach Ave signalized 0.727 C 0.528 A 7 Eucalyptus Ave/Florence Ave signalized 0.820 D 0.693 B 8 Hyde Park Blvd /Juniper St/ La Brea Ave* signalized 23.1 C 26.2 C 9 Fir Ave/Florence Ave signalized 0.634 B 0.526 A 10 La Brea Ave/ Beach Ave signalized 0.635 B 0.627 B 11 La Brea Ave/Florence Ave signalized 0.851 D 0.806 D 12 La Brea Ave/Regent St signalized 0.711 C 0.575 A 13 La Brea Ave/Manchester Blvd signalized 0.799 C 0.804 D 14 Market St/Florence Ave signalized 0.433 A 0.381 A 15 Market St/Regent St signalized 0.420 A 0.431 A 16 Market St/Manchester Blvd signalized 0.500 A 0.557 A 17 Locust St/Florence Ave 1 unsignalized 0.449 A 0.524 A 18 Hillcrest Blvd/Florence Ave signalized 0.577 A 0.488 A 19 Hillcrest Blvd/Manchester Blvd signalized 0.634 B 0.658 B 20 Centinela Ave/Florence Ave signalized 0.886 D 0.762 C 21 Prairie Ave/Florence Ave signalized 0.903 E 0.895 D 22 Prairie Ave/Grace Ave signalized 0.567 A 0.470 A 23 Prairie Ave/Manchester Blvd signalized 1.032 F 1.012 F 24 West Blvd/Redondo Blvd signalized 0.724 C 0.653 B 25 West Blvd/Florence Ave signalized 0.744 C 0.758 C 26 Crenshaw Blvd/Florence Ave signalized 0.878 D 0.888 D 27 Crenshaw Blvd /Manchester Blvd signalized 0.991 E 0.870 D 28 La Cienega Blvd/Florence Ave** signalized 56.7 E 69.1 E 29 I 405 NB Ramp/Manchester Blvd** signalized 38.6 D 33.1 C Notes: V/C = Volume to Capacity Ratio, LOS = Level of Service. Intersection operating below acceptable LOS are shown in bold. 1 = Unsignalized intersection analyzed as signalized to determine if significant impact criteria is satisfied based on ICU, since V/C ratio is not calculated using HCM stop controlled intersection methodologies. * Intersection analyzed in HCM methodology because ICU methodology does not support 5 legged intersections. Delay reported for this intersection. **Caltrans intersection, utilizing HCM delay based methodology to evaluate intersection operations. LOS 35 Page

Traffic Impact Analysis Version 1 As shown in Table 6, the following intersections are currently operating at unsatisfactory peak period levels of service (LOS E or worse during peak periods): Prairie Avenue/Florence Avenue (a.m. peak hour); Prairie Avenue/Manchester Boulevard (a.m. and p.m. peak hour); Crenshaw Boulevard/Manchester Boulevard (a.m. peak hour); and La Cienega Boulevard/Florence Avenue. 36 Page

West Blvd h Av e Market St ( (4 (8 (5 10. La Brea Ave / Beach Ave (6 18. Hillcrest Blvd / Florence Ave 19. Hillcrest Blvd / Manchester Blvd 8th Ave Crenshaw Dr Manchester Dr 23 ( Manchester Blvd 27 ( Crenshaw Blvd Hillcrest Blvd West Blvd Prairie Ave 19 Manchester Ter ( re st Bl La Brea Ave Kelso St Prairie Ave Eucalyptus Ave vd 16 13 ( ( (3 Inlgewood Ave Oak St Manchester Blvd Locust St (9 Market St (7 Regent St 405 17. Locust St / Florence Ave 22 ( illc (2 10 ( 14 ( 11 ( 12 15 ( ( 16. Market St / Manchester Blvd Florence Ave 20 ( 18 Market St STOP 21 ( H ve ea nc re Flo 29 ( 15. Market St / Regent St St ( 26 ( 17 ( Cedar Ave 14. Market St / Florence ave el z Ha Fir Ave Hyde Park Blvd 13. La Brea Ave / Manchester Blvd 25 ( ve ea c ren 1 La Cienega Blvd 12. La Brea Ave / Regent St 24 ( Flo 28 ( 11. La Brea Ave / Florence Ave Blv Crenshaw Blvd ac e Av 9. Fir Ave / Florence Ave Be ea 8. Hyde Park Blvd & Juniper St / La Brea Ave a ep d Hy Br 7. Eucalyptus Ave / Florence Ave rk La 6. Eucalyptus Ave / Beach Ave d Centinela A ve 5. Eucalyptus Ave / Juniper St Inlgewood Ave 4. Eucalyptus Ave / Hyde Park Blvd Cedar St 3. Inglewood Ave / Manchester Blvd La Cienega Blvd 2. Inglewood Ave / Florence Ave STOP STOP STOP STOP 1. Inglewood Ave / Hyde Park Blvd STOP STOP STOP STOP STOP 20. Centinela Ave / Florence Ave Legend ( Study Intersections Crenshaw Line Station Crenshaw Line 21. Prairie Ave / Florence Ave 22. Prairie Ave / Grace Ave 23. Prairie Ave / Manchester Blvd 24. West Blvd / Redondo Blvd 25. West Blvd / Florence Ave 26. Crenshaw Blvd / Florence Ave 27. Crenshaw Blvd / Manchester Blvd 28. La Cienega Blvd / Florence Ave 29. I-405 NB Ramps / Manchester Blvd Downtown TOD Study Area Fairview Heights (Florence/West) TOD Study Area City of Inglewood Transit Oriented District Development City City of of Inglewood Inglewood Figure 11 Existing Intersection Lane Configurations

Traffic Impact Analysis Version 1 5.0 TRAFFIC VOLUME DEVELOPMENT Traffic volume development was completed using a combination of the 2012 Southern California Association of Governments (SCAG) Regional Transportation Plan (RTP) travel demand model and the 2010 Los Angeles County Congestion Management Program (CMP). 5.1 TRAVEL MODEL METHODOLOGY The SCAG model was used as a basis for developing plus project and long range travel demand forecasts for this project. The base year (2012) and forecast year (2035 baseline) SCAG travel demand model roadway networks were modified to include all study intersections and roadway segments within the study area. The transit network was verified in the future scenarios within the study area to ensure consistency with the Crenshaw/LAX LRT transit project and station locations. Land use inputs were adjusted in the with project scenarios using the planned TOD land use information (as discussed in Section 1.0 of this report). Separate model networks were developed for each of the following scenarios: Existing (2012) Existing Plus Project (2012), Forecast Year (2035) Without Project, and Forecast Year (2035) With Project. 5.2 CUMULATIVE PROJECTS Cumulative project traffic growth is growth due to specific, known development projects in the area surrounding the study locations that may affect future year traffic circulation. A list of cumulative projects within the region was provided by the City of Inglewood, as shown in Table 7. These cumulative projects were coded in the future year 2035 baseline travel demand model. 38 Page

Traffic Impact Analysis Version 1 TABLE 7: CUMULATIVE DEVELOPMENT PROJECTS Location Project Description 1 501 East 99 th Street SPR for 12 new condominiums 2 329 East Hazel Street Four (4) new residential condominiums 3 664 East Manchester Terrace Four (4) new residential condominiums 4 11161 South Crenshaw Boulevard 5 125 East Spruce Avenue Interior, exterior and parking lot improvements to convert a medical office building into a school Seven (7) new apartment units with semisubterranean parking 6 2930 West Imperial Highway Convert office space to charter school 7 111 North Locust Street 32,000 sq ft senior center 8 333 North Prairie Townhome Project/Daniel Freeman Hospital 9 Inglewood Stadium 330 townhomes 890,000 sq ft of retail use 2,500 residential units 780,000 sq ft of office use 300 guestroom Hotel 6,000 seat live venue 80,000 seat stadium 120,000 sq ft casino 4 acre site for Civic use 10 501 East 99 th Street SPR for 12 new condominiums 11 3600 West Imperial Highway Construct a new two story 10 classroom building for Environmental Charter School (middle school) at Concordia Lutheran Church. 12 Market Gateway D3* 235 residential units 7,440 sq ft of restaurant use 7,625 sq ft of retail 2,120 sq ft of retail coffee shop 28,000 sq ft of retail grocery store Notes: *Market Gateway D3 project is included in the traffic analysis as part of the TOD Plan buildout. 5.3 MODELED LAND USE The land use assumptions for the existing scenario was assumed to be consistent SCAG 2012 RTP land use inputs. The future year without project scenario was modified slightly to include known cumulative projects within the City of Inglewood that were not included in the 2012 RTP land use inputs. The zone structure in the SCAG model does not line up directly with the boundaries for the two TOD districts (Downtown and Fairway Heights). The SCAG zones that include any portion of the TOD areas were selected for the modeling exercise, and are summarized in the tables in this section. Table 8 shows the Year 2012 and Year 2035 socioeconomic data (SED) prior to inclusion of additional known cumulative projects: 39 Page

Traffic Impact Analysis Version 1 TOD Area 2012 2035 TABLE 8: SCAG MODEL SOCIO ECONOMIC DATA (SED) Population Households Total Employment Diff (2035 2012) 2012 2035 Diff (2035 2012) 2012 2035 Diff (2035 2012) Downtown 12,055 11,708 347 4,869 4,798 71 9,300 9,488 188 Fairview Heights 7,566 7,326 240 2,161 2,123 38 432 441 9 Source: SCAG 2012 RTP As shown in Table 8, the SCAG model SED decreases from the base model year 2012 to future model year 2035 for the population and household categories, which has the potential to result in a decrease in study area trips for the future year. The cumulative projects discussed in Section 5.2 of this report were convered from land use to socioeconomic data, and were added to the 2035 without project scenario as background assumptions. The Fairview Heights district did not have any cumulative projects identified, and did not change from the baseline SCAG forecasts. Table 9 shows the Year 2012 and Year 2035 (adjsuted) SED after inclusion of the additional known cumulative projects: TOD Area 2012 2035 TABLE 9: ADJUSTED MODEL SOCIO ECONOMIC DATA (SED) Population Households Total Employment Diff (2035 2012) 2012 2035 Diff (2035 2012) 2012 2035 Diff (2035 2012) Downtown 12,055 12,294 239 4,869 5,112 243 9,300 9,334 34 Fairview Heights 7,566 7,326 240 2,161 2,123 38 432 441 9 Project only land use (as summarized from Table 1) converted to SED is shown in Table 10. These values were added to the values in Tables 8 and 9 to develop the with project scenarios. TABLE 10: PLUS PROJECT MODEL SOCIO ECONOMIC DATA (SED) Total TOD Area Population Households Employment Downtown 7,627 2,227 3,919 Fairview Heights 664 216 1,056 5.4 MODEL OUTPUTS Raw model turning movements were obtained from the above four model runs, and were summarized and post processed for use in intersection and roadway segment analysis. An NCHRP 255 delta process was used to determine final project turning movements. Because the model year of the travel demand model is 2012, post processing of modeled volumes was necessary to develop existing year 2015 volumes. Based on the traffic growth projection in the study area according to the 2010 Los Angeles County Congestion Management Program (CMP) document, a 0.636 percent growth was applied to the 2012 model volumes to get existing year 2015 volumes. 40 Page

Traffic Impact Analysis Version 1 Therefore, it was determined that a conservative methodology would be applied, which used a combination of model volumes and a growth rate of 5 percent for the future year 2035 without project. This conservative approach was developed based on the 2010 CMP traffic growth forecast. 5.5 PROJECT TRIP GENERATION AND DISTRIBUTION Land use was modified in the SCAG model for the with project scenarios to develop traffic generation estimates for the proposed project. The land use for each TOD area is shown in Table 1. The SCAG 2012 travel demand model was used to estimate trip productions and trip attractions based on land use and network configurations (including transit network configuration and station location). The model then assigned the project trips to the existing roadway network in a dynamic method. The methodology used for the modeling process allowed for the SCAG model to estimate trip reductions based on mode availability in the future year 2035. Table 11 shows the a.m. and p.m. peak hour, as well as daily project trips generated by each TOD study area. TABLE 11: PROJECT TRIPS GENERATED PER TOD AREA TOD AM Peak Hour Existing Plus Project Scenario PM Peak Hour Daily Future Year 2035 With Project Scenario AM Peak Hour PM Peak Hour Daily Downtown 1,987 2,878 32,759 1,952 2,836 32,195 Fairview Heights 170 304 3,431 169 303 3,401 Total Trips 2,157 3,182 36,190 2,121 3,139 35,596 As shown in Table 11, the project is expected to generate 2,157 a.m. peak hour trips, 3,182 p.m. peak hour trips and 36,190 daily trips in the existing plus project scenario. In the future year 2035 with project scenario, the project is expected to generate 2,121 a.m. peak hour trips, 3,139 p.m. peak hour trips and 35,596 daily trips. 41 Page

6.0 EXISTING PLUS PROJECT CONDITIONS Traffic Impact Analysis Version 1 Existing plus project volumes were developed as described in the Traffic Volume Development section and take into account the following: Roadway system configuration changes at Market Street between Florence Avenue and Regent Street Existing plus project conditions were developed by adding trips generated by the proposed project to the existing volumes. Figure 12 illustrates the existing plus project traffic volumes at the study intersections. 6.1 EXISTING PLUS PROJECT INTERSECTION LEVELS OF SERVICE A level of service analysis was conducted to evaluate existing plus project intersection operations during the a.m. and p.m. peak hours at the study intersections. Table 12 summarizes the existing plus project level of service at the study intersections. Level of service calculation worksheets are included in Appendix B. 42 Page

Traffic Impact Analysis Version 1 Intersection Control Type TABLE 12: EXISTING PLUS PROJECT INTERSECTION PEAK HOUR LEVEL OF SERVICE Existing Conditions Existing Plus Project Conditions AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour V/C or Delay LOS V/C or Delay LOS V/C or Delay LOS V/C or Delay LOS Change in V/C or Delay AM Peak Hour PM Peak Hour 1 Inglewood Ave/Hyde Park Blvd unsignalized 0.343 A 0.293 A 0.352 A 0.259 A 0.009 0.034 No 2 Inglewood Ave/Florence Ave signalized 0.571 A 0.747 C 0.557 A 0.720 C 0.014 0.027 No 3 Inglewood Ave/Manchester Blvd signalized 0.847 D 0.731 C 0.808 D 0.715 C 0.039 0.016 No 4 Eucalyptus Ave/Hyde Park Blvd unsignalized 0.394 A 0.366 A 0.399 A 0.335 A 0.005 0.031 No 5 Eucalyptus Ave/Juniper St unsignalized 0.510 A 0.453 A 0.459 A 0.411 A 0.051 0.042 No 6 Eucalyptus Ave/Beach Ave signalized 0.727 C 0.528 A 0.694 B 0.454 A 0.033 0.074 No 7 Eucalyptus Ave/Florence Ave signalized 0.820 D 0.693 B 0.837 D 0.705 C 0.017 0.012 No 8 Hyde Park Blvd/Juniper St/ La Brea Ave* signalized 23.1 C 26.2 C 17.8 C 26.3 C 5.3 0.1 No 9 Fir Ave/Florence Ave signalized 0.634 B 0.526 A 0.652 B 0.530 A 0.018 0.004 No 10 La Brea Ave/ Beach Ave signalized 0.635 B 0.627 B 0.573 A 0.576 A 0.062 0.051 No 11 La Brea Ave/Florence Ave signalized 0.851 D 0.806 D 0.799 C 0.760 C 0.052 0.046 No 12 La Brea Ave/Regent St signalized 0.711 C 0.575 A 0.859 D 0.727 C 0.148 0.152 Yes 13 La Brea Ave/Manchester Blvd signalized 0.799 C 0.804 D 2.015 F 3.181 F 1.216 2.377 Yes 14 Market St/Florence Ave signalized 0.433 A 0.381 A 0.382 A 0.288 A 0.051 0.093 No 15 Market St/Regent St signalized 0.420 A 0.431 A 0.537 A 0.755 C 0.117 0.324 No 16 Market St/Manchester Blvd signalized 0.500 A 0.557 A 0.486 A 0.550 A 0.014 0.007 No 17 Locust St/Florence Ave 1 unsignalized 0.449 A 0.524 A 0.614 B 0.780 C 0.165 0.256 No 18 Hillcrest Blvd/Florence Ave signalized 0.577 A 0.488 A 0.518 A 0.521 A 0.059 0.080 No 19 Hillcrest Blvd/Manchester Blvd signalized 0.634 B 0.658 B 0.677 B 0.718 C 0.043 0.060 No 20 Centinela Ave/Florence Ave signalized 0.886 D 0.762 C 0.722 C 0.721 C 0.164 0.041 No 21 Prairie Ave/Florence Ave signalized 0.903 E 0.895 D 0.944 E 0.838 D 0.041 0.057 Yes 22 Prairie Ave/Grace Ave signalized 0.567 A 0.470 A 0.580 A 0.490 A 0.013 0.020 No 23 Prairie Ave/Manchester Blvd signalized 1.032 F 1.012 F 1.032 F 0.978 E 0.000 0.034 No 24 West Blvd/Redondo Blvd signalized 0.724 C 0.653 B 0.549 A 0.307 A 0.175 0.346 No Significant Impact? 43 Page

Traffic Impact Analysis Version 1 Intersection Control Type Existing Conditions Existing Plus Project Conditions AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour V/C or Delay LOS V/C or Delay LOS V/C or Delay LOS V/C or Delay LOS Change in V/C or Delay AM Peak Hour PM Peak Hour 25 West Blvd/Florence Ave signalized 0.744 C 0.758 C 0.750 C 0.741 C 0.006 0.017 No 26 Crenshaw Blvd/Florence Ave signalized 0.878 D 0.888 D 0.836 D 0.759 C 0.042 0.129 No 27 Crenshaw Blvd /Manchester Blvd signalized 0.991 E 0.870 D 0.942 E 0.819 D 0.049 0.051 No 28 La Cienega Blvd/Florence Ave** signalized 56.7 E 69.1 E 59.4 E 66.1 E 2.7 3.0 Yes 29 I 405 NB Ramp/Manchester signalized 38.6 D 33.1 C 38.1 D 32.3 C 0.5 0.8 No Blvd** Notes: V/C = Volume to Capacity Ratio, LOS = Level of Service. Intersection operating below acceptable LOS are shown in bold. 1 = Unsignalized intersection analyzed as signalized to determine if significant impact criteria is satisfied based on ICU, since V/C ratio is not calculated using HCM stopcontrolled intersection methodologies. * Intersection analyzed in HCM methodology because ICU methodology does not support 5 legged intersections. Delay reported for this intersection. **Caltrans intersection, utilizing HCM delay based methodology to evaluate intersection operations. Significant Impact? 44 Page

Traffic Impact Analysis Version 1 As shown in Table 12, traffic generated by the proposed project is forecast to result in significant traffic impacts at the following intersections in the existing plus project conditions: La Brea Avenue/Regent Street; La Brea Avenue/Manchester Boulevard; Prairie Avenue/Florence Avenue; and La Cienega Boulevard/Florence Avenue. 45 Page

West Blvd Market St Inlgewood Ave La Cienega Blvd c (4 (8 (5 ( St 21 ( ( Florence Ave 20 ( 18 22 ( 8th Ave Manchester Dr illc Manchester Blvd Market St Prairie Ave Kelso St 405 27 ( Crenshaw Blvd H 23 ( Hillcrest Blvd Crenshaw Dr West Blvd 19 Manchester Ter ( re st Bl La Brea Ave Eucalyptus Ave vd 16 13 ( ( (3 Inlgewood Ave Cedar Ave Oak St La Cienega Blvd Manchester Blvd Prairie Ave (9 Locust St (7 Regent St Market St (2 nc 10 ( 14 ( 11 ( 12 15 ( ( Fir Ave Hyde Park Blvd ve ea re Flo 29 ( 133/267 484/709 el z Ha 26 ( 17 ( 28 ( 1503/757 1038/539 25 ( ve ea Crenshaw Blvd Cedar St 23/27 786/1065 40/35 299/157 637/843 56/39 914/455 418/365 241/83 4/22 Legend 77/103 643/1161 98/98 341/128 304/531 315/454 327/190 1515/981 185/163 1296/746 37/110 179/148 1180/578 233/205 32/46 259/330 20. Centinela Ave / Florence Ave 121/122 497/696 147/190 89/55 288/305 50/16 5/4 637/399 55/51 739/900 199/412 223/72 18/22 11/25 223/69 12/15 155/106 146/74 11/17 86/48 171/207 9/42 35/36 56/120 732/889 9/21 9 35 3/2 20 /10 01 /1 2 0 143/117 1475/3212 103/156 0/5 0/8 1/18 89/3 108/47 29/11 9/5 430/206 18/18 349/268 254/301 88/144 269/112 545/745 49/340 157/43 805/933 Av e 24 ( ren 1 15. Market St / Regent St Blv Flo e Av 140/65 544/810 134/34 h ea 43/60 14/28 13/93 ac Br 602/234 985/618 152/213 19. Hillcrest Blvd / Manchester Blvd 244/211 412/143 18. Hillcrest Blvd / Florence Ave 46/62 617/1166 16/28 23/11 1073/593 133/67 Be (6 230/186 146/263 172/227 25/386 14. Market St / Florence ave 57/39 23/58 86/138 a ep d Hy 10. La Brea Ave / Beach Ave 978/692 684/962 rk La 9. Fir Ave / Florence Ave 15/12 36/21 39/47 d Centinela A ve 58/42 1009/813 65/41 17. Locust St / Florence Ave 140/200 242/178 982/522 359/202 258/743 55/99 86/146 650/971 83/96 16/11 964/467 4/8 62/134 473/268 56/62 614/1045 14/33 5. Eucalyptus Ave / Juniper St 52/5 173/99 53/37 13. La Brea Ave / Manchester Blvd 417/255 63/34 1665/935 511/462 157/140 1323/4043 343/810 11/12 237/152 4. Eucalyptus Ave / Hyde Park Blvd 156/126 2903/2622 34/37 1115/635 287/354 271/224 8/24 16. Market St / Manchester Blvd 8. Hyde Park Blvd & Juniper St / La Brea Ave 44/102 86/111 11/23 30/22 198/109 9/7 11/6 218/175 24/13 118/7 1039/803 56/60 42/54 19/14 15/13 28/74 684/1104 21/3 12. La Brea Ave / Regent St 56/91 37/93 23/5 1/2 29/33 99/41 98/72 19/6 29/38 2027/2025 595/644 11. La Brea Ave / Florence Ave 69/177 170/204 125/97 306/205 322/65 25/32 23/101 527/412 141/49 62/134 773/629 87/16 107/115 556/745 46/65 148/127 722/414 173/175 7. Eucalyptus Ave / Florence Ave 3. Inglewood Ave / Manchester Blvd 18/27 775/701 47/26 4/6 6. Eucalyptus Ave / Beach Ave 207/359 695/1055 24/29 90/56 945/521 39/39 16/17 387/206 18/5 72/86 342/318 166/77 8/11 110/36 212/157 30/46 74/78 59/90 2. Inglewood Ave / Florence Ave 62/122 823/1161 7/9 49/37 891/905 30/106 633/64 191/100 100/37 1. Inglewood Ave / Hyde Park Blvd 3/13 706/1262 22/60 2/6 1142/650 242/144 155/181 1/6 62/21 7/6 30/39 2/4 6/34 106/232 2/2 45/21 192/118 4/5 1/6 1260/1019 ( Study Intersections Crenshaw Line Station 27. Crenshaw Blvd / Manchester Blvd 10/243 395/566 26/24 28. La Cienega Blvd / Florence Ave 19/48 760/889 377/324 221/551 168/245 669/291 26. Crenshaw Blvd / Florence Ave 189/137 558/598 94/193 162/250 441/80 149/30 25. West Blvd / Florence Ave 146/149 805/1234 120/190 53/42 573/667 159/143 24. West Blvd / Redondo Blvd 87/115 815/1436 36/134 825/468 172/112 23. Prairie Ave / Manchester Blvd 5/5 50/11 522/330 2/5 22. Prairie Ave / Grace Ave 100/37 604/1068 109/130 191/254 866/643 142/123 21. Prairie Ave / Florence Ave 67/54 65/73 992/924 162/72 475/588 875/377 692/1022 427/508 29. I-405 NB Ramps / Manchester Blvd Crenshaw Line Downtown TOD Study Area Fairview Heights (Florence/West) TOD Study Area City of Inglewood Transit Oriented Development District City City of of Inglewood Inglewood Figure 12 Existing Plus Project Peak Hour Intersection Traffic Volumes

Traffic Impact Analysis Version 1 7.0 FUTURE YEAR 2035 WITHOUT PROJECT CONDITIONS Future year without project volumes were developed as described in the Traffic Volume Development section and take into account the following: Traffic growth based on a combination of SCAG 2012 RTP projected general employment growth and housing growth that occur in the SCAG region (including the study area) without the proposed TOD Plan and the 2010 CMP traffic volume growth factor (5%). Cumulative development projects within the study area provided by the City of Inglewood staff that were not included in the SCAG 2012 RTP forecasts. Two new Crenshaw LRT stations at the La Brea Avenue/Florence Avenue intersection and West Boulevard/Florence Avenue intersection. o Metro s proposed configuration and operational improvements as part of the Crenshaw LRT project have been taken into consideration. 7.1 FUTURE YEAR 2035 WITHOUT PROJECT INTERSECTION LEVELS OF SERVICE A level of service analysis was conducted to evaluate future year 2035 without project intersection operations during the a.m. and p.m. peak hours. Figure 13 shows the forecast year 2035 without project peak hour volumes at the study intersections. Table 13 summarizes the forecast year 2035 without project levels of service at the study intersections. Level of service calculation worksheets are included in Appendix B. 47 Page

Traffic Impact Analysis Version 1 TABLE 13: FUTURE YEAR 2035 WITHOUT PROJECT INTERSECTION PEAK HOUR LEVEL OF SERVICE Intersection Control Type AM Peak Hour V/C or Delay LOS PM Peak Hour V/C or Delay 1 Inglewood Ave/Hyde Park Blvd Unsignalized 0.348 A 0.310 A 2 Inglewood Ave/Florence Ave Signalized 0.583 A 0.756 C 3 Inglewood Ave/Manchester Blvd Signalized 0.817 D 0.767 C 4 Eucalyptus Ave/Hyde Park Blvd Unsignalized 0.409 A 0.366 A 5 Eucalyptus Ave/Juniper St Unsignalized 0.506 A 0.492 A 6 Eucalyptus Ave/Beach Ave Signalized 0.696 B 0.521 A 7 Eucalyptus Ave/Florence Ave Signalized 0.815 D 0.700 C 8 Hyde Park Blvd /Juniper St/ La Brea Ave* Signalized 24.1 C 23.9 C 9 Fir Ave/Florence Ave Signalized 0.632 B 0.554 A 10 La Brea Ave/ Beach Ave Signalized 0.599 A 0.663 B 11 La Brea Ave/Florence Ave Signalized 0.861 D 0.785 C 12 La Brea Ave/Regent St Signalized 0.717 C 0.584 A 13 La Brea Ave/Manchester Blvd Signalized 0.799 C 0.797 C 14 Market St/Florence Ave Signalized 0.442 A 0.537 A 15 Market St/Regent St Signalized 0.404 A 0.398 A 16 Market St/Manchester Blvd Signalized 0.510 A 0.585 A 17 Locust St/Florence Ave 1 Unsignalized 0.423 A 0.500 A 18 Hillcrest Blvd/Florence Ave Signalized 0.602 B 0.504 A 19 Hillcrest Blvd/Manchester Blvd Signalized 0.611 B 0.654 B 20 Centinela Ave/Florence Ave Signalized 0.628 B 0.485 A 21 Prairie Ave/Florence Ave Signalized 0.787 C 0.787 C 22 Prairie Ave/Grace Ave Signalized 0.523 A 0.466 A 23 Prairie Ave/Manchester Blvd Signalized 0.967 E 1.017 F 24 West Blvd/Redondo Blvd Signalized 0.662 B 0.681 B 25 West Blvd/Florence Ave Signalized 0.741 C 0.730 C 26 Crenshaw Blvd/Florence Ave Signalized 0.912 E 0.899 D 27 Crenshaw Blvd /Manchester Blvd Signalized 0.959 E 0.890 D 28 La Cienega Blvd/Florence Ave** Signalized 79.9 E 87.4 F 29 I 405 NB Ramp/Manchester Blvd** Signalized 36.2 F 32.1 C Notes: V/C = Volume to Capacity Ratio, LOS = Level of Service. Intersection operating below acceptable LOS are shown in bold. 1 = Unsignalized intersection analyzed as signalized to determine if significant impact criteria is satisfied based on ICU, since V/C ratio is not calculated using HCM stop controlled intersection methodologies. * Intersection analyzed in HCM methodology because ICU methodology does not support 5 legged intersections. Delay reported for this intersection. **Caltrans intersection, utilizing HCM delay based methodology to evaluate intersection operations. LOS 48 Page

Traffic Impact Analysis Version 1 As shown in Table 13, the following intersections are forecast to operate at unsatisfactory peak period levels of service (LOS E or worse during peak periods): Prairie Avenue/Manchester Boulevard (a.m. and p.m. peak hour); Crenshaw Boulevard/ Florence Avenue (a.m. peak hour); Crenshaw Boulevard/Manchester Boulevard (a.m. peak hour); La Cienega Boulevard/Florence Avenue (a.m. and p.m. peak hour); and I 405 Northbound Ramp/Manchester Boulevard. 49 Page

West Blvd Market St Inlgewood Ave La Cienega Blvd Av e (4 (8 (5 ( St 21 ( ( Florence Ave 20 ( 18 22 ( 8th Ave Manchester Dr Manchester Blvd Market St Prairie Ave Kelso St 405 27 ( Crenshaw Blvd illc H 23 ( Hillcrest Blvd Crenshaw Dr 19 Manchester Ter ( re st Bl La Brea Ave Eucalyptus Ave vd 16 13 ( ( (3 Inlgewood Ave Oak St La Cienega Blvd Manchester Blvd Cedar Ave 29 ( West Blvd (9 Prairie Ave (7 Regent St Locust St (2 nc re Flo 10 ( 14 ( 11 ( 12 15 ( ( Market St ve ea Fir Ave Hyde Park Blvd el z Ha 26 ( 17 ( 28 ( 332/277 621/1031 25 ( ve ea c ren (6 1450/912 1302/659 24 ( Flo 1 15. Market St / Regent St Blv Crenshaw Blvd Cedar St 23/27 784/1102 40/105 25/43 66/8 18/83 36/100 155/267 8/92 264/294 768/852 39/31 1068/496 398/298 241/83 4/22 Legend 59/107 746/1201 106/125 350/265 573/809 206/314 327/190 1552/950 121/123 1479/926 45/99 174/149 1374/841 163/190 32/46 259/330 20. Centinela Ave / Florence Ave 123/119 731/1031 119/209 85/55 211/181 45/113 93/1 795/937 53/50 812/1046 224/416 223/146 18/22 50/25 223/143 12/15 118/72 162/104 11/17 86/72 278/286 9/17 118/120 49/120 750/971 4/28 15 35 7/2 20 /17 01 /1 9 9 143/108 551/822 103/150 0/5 0/8 1/18 336/380 325/281 60/96 111/4 766/1043 44/158 157/43 800/925 73/38 105/46 29/26 9/5 463/307 18/18 140/65 662/889 126/166 27/36 94/180 12/19 h e Av 19. Hillcrest Blvd / Manchester Blvd ac ea 43/50 695/1303 16/28 64/48 1143/719 134/64 Be 10. La Brea Ave / Beach Ave 27/22 373/134 53/23 a ep d Hy Br 14. Market St / Florence ave rk La 628/259 1058/660 173/290 654/1054 99/103 57/39 164/120 86/146 18/26 15/82 63/3 18. Hillcrest Blvd / Florence Ave 1028/610 95/113 15/12 102/143 37/80 d Centinela A ve 43/43 1021/824 67/51 9. Fir Ave / Florence Ave 68/123 249/219 56/62 17. Locust St / Florence Ave 188/272 242/178 1335/774 219/229 682/1108 55/98 71/120 669/1073 53/53 16/11 1039/497 63/21 97/123 52/53 614/1045 14/33 5. Eucalyptus Ave / Juniper St 40/54 169/34 68/63 13. La Brea Ave / Manchester Blvd 398/224 63/34 1920/1103 400/436 157/140 622/1239 78/22 11/12 298/239 4. Eucalyptus Ave / Hyde Park Blvd 156/126 938/710 34/37 1115/635 207/106 56/83 8/24 16. Market St / Manchester Blvd 8. Hyde Park Blvd & Juniper St / La Brea Ave 44/101 84/182 11/23 30/22 198/78 9/7 11/6 218/175 24/13 32/7 1138/904 19/31 14/48 123/96 15/13 18/28 752/1222 21/2 12. La Brea Ave / Regent St 56/90 35/71 23/29 1/2 29/33 103/37 179/51 8/18 29/38 813/504 125/68 11. La Brea Ave / Florence Ave 51/32 152/272 108/92 167/85 289/115 25/29 23/101 850/722 137/49 45/25 946/814 67/16 107/115 558/901 50/65 147/156 896/493 73/59 7. Eucalyptus Ave / Florence Ave 3. Inglewood Ave / Manchester Blvd 18/27 873/868 47/26 4/6 6. Eucalyptus Ave / Beach Ave 234/385 699/1144 24/29 75/82 984/490 39/39 16/17 400/246 18/5 72/86 390/344 167/84 8/11 133/135 210/137 30/46 138/60 59/90 2. Inglewood Ave / Florence Ave 58/39 809/1427 7/9 49/37 1069/882 26/65 607/49 205/164 118/81 1. Inglewood Ave / Hyde Park Blvd 3/13 754/1410 22/60 2/6 1249/647 187/207 206/148 1/6 62/21 7/6 37/38 2/4 37/12 109/299 2/2 45/21 198/87 4/5 1/6 1390/1091 ( Study Intersections Crenshaw Line Station 27. Crenshaw Blvd / Manchester Blvd 90/196 451/707 26/24 28. La Cienega Blvd / Florence Ave 19/48 774/1103 450/340 193/515 168/245 772/340 26. Crenshaw Blvd / Florence Ave 187/131 652/757 137/195 174/261 505/307 149/30 25. West Blvd / Florence Ave 139/152 909/1406 131/218 149/96 668/874 159/144 24. West Blvd / Redondo Blvd 87/115 896/1549 13/81 1080/771 182/155 23. Prairie Ave / Manchester Blvd 42/62 50/54 903/631 57/26 22. Prairie Ave / Grace Ave 99/35 600/1205 185/167 231/277 935/672 136/280 21. Prairie Ave / Florence Ave 67/53 65/73 951/915 162/72 459/442 850/515 873/1321 526/536 29. I-405 NB Ramps / Manchester Blvd Crenshaw Line Downtown TOD Study Area Fairview Heights (Florence/West) TOD Study Area City of Inglewood Transit Oriented District Development City City of of Inglewood Inglewood Figure 13 Future Year 2035 Without Project Peak Hour Intersection Traffic Volumes

Traffic Impact Analysis Version 1 8.0 FUTURE YEAR 2035 WITH PROJECT CONDITIONS Future year with project volumes were developed as described in the Traffic Volume Development section and take into account the following: Cumulative development projects within the study area provided by the City of Inglewood staff that were not included in the SCAG 2012 RTP forecasts (similar to future year 2035 without project). Roadway system configuration changes at Market Street between Florence Avenue and Regent Street Two new Crenshaw LRT stations at the La Brea Avenue/Florence Avenue intersection and West Boulevard/Florence Avenue intersection (similar to future year 2035 without project). Future year 2035 with project volumes were developed by adding the trips generated by proposed project as described in the Traffic Volume Development section, to future year 2035 without project volumes. 8.1 FUTURE YEAR 2035 WITH PROJECT INTERSECTION LEVELS OF SERVICE A level of service analysis was conducted to evaluate future year 2035 with project intersection operations during the a.m. and p.m. peak hours. Figure 14 shows the future year 2035 with project peak hour volumes at the study intersections. Table 14 summarizes the future year 2035 with project levels of service at the study intersections. Level of service calculation worksheets are included in Appendix B. 51 Page

Traffic Impact Analysis Version 1 Intersection TABLE 14: FUTURE YEAR 2035 WITH PROJECT INTERSECTION PEAK HOUR LEVEL OF SERVICE Future Year 2035 Future Year 2035 Without Project Conditions With Project Conditions Control Type AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour V/C or Delay LOS V/C or Delay LOS V/C or Delay LOS V/C or Delay LOS Change in V/C or Delay AM Peak Hour PM Peak Hour 1 Inglewood Ave/Hyde Park Blvd unsignalized 0.348 A 0.310 A 0.376 A 0.381 A 0.028 0.071 No 2 Inglewood Ave/Florence Ave signalized 0.583 A 0.756 C 0.588 A 0.773 C 0.005 0.017 No 3 Inglewood Ave/Manchester Blvd signalized 0.817 D 0.767 C 0.829 D 0.888 D 0.034 0.121 Yes 4 Eucalyptus Ave/Hyde Park Blvd unsignalized 0.409 A 0.366 A 0.416 A 0.381 A 0.007 0.015 No 5 Eucalyptus Ave/Juniper St unsignalized 0.506 A 0.492 A 0.519 A 0.527 A 0.013 0.035 No 6 Eucalyptus Ave/Beach Ave signalized 0.696 B 0.521 A 0.711 C 0.514 A 0.015 0.007 No 7 Eucalyptus Ave/Florence Ave signalized 0.815 D 0.700 C 0.872 D 0.794 C 0.057 0.094 Yes 8 Hyde Park Blvd /Juniper St/ La Brea Ave* signalized 24.1 C 23.9 C 28.3 C 27.0 C 4.2 3.1 No 9 Fir Ave/Florence Ave signalized 0.632 B 0.554 A 0.712 C 0.694 B 0.080 0.140 No 10 La Brea Ave/ Beach Ave signalized 0.599 A 0.663 B 0.629 B 0.734 C 0.030 0.071 No 11 La Brea Ave/Florence Ave signalized 0.861 D 0.785 C 0.962 E 0.878 D 0.101 0.093 Yes 12 La Brea Ave/Regent St signalized 0.717 C 0.584 A 0.922 E 0.838 D 0.205 0.254 Yes 13 La Brea Ave/Manchester Blvd signalized 0.799 C 0.797 C 0.836 D 0.922 E 0.037 0.125 Yes 14 Market St/Florence Ave signalized 0.442 A 0.537 A 0.428 A 0.447 A 0.014 0.131 No 15 Market St/Regent St signalized 0.404 A 0.398 A 0.463 A 0.695 B 0.059 0.297 No 16 Market St/Manchester Blvd signalized 0.510 A 0.585 A 0.536 A 0.663 B 0.026 0.078 No 17 Locust St/Florence Ave 1 unsignalized 0.423 A 0.500 A 0.664 B 0.858 D 0.241 0.373 No 18 Hillcrest Blvd/Florence Ave signalized 0.602 B 0.504 A 0.648 B 0.591 A 0.046 0.083 No 19 Hillcrest Blvd/Manchester Blvd signalized 0.611 B 0.654 B 0.720 C 0.731 C 0.109 0.077 No 20 Centinela Ave/Florence Ave signalized 0.628 B 0.485 A 0.657 B 0.531 A 0.058 0.054 No 21 Prairie Ave/Florence Ave signalized 0.787 C 0.787 C 0.881 D 0.868 D 0.096 0.088 Yes 22 Prairie Ave/Grace Ave signalized 0.523 A 0.466 A 0.567 A 0.514 A 0.044 0.048 No 23 Prairie Ave/Manchester Blvd signalized 0.967 E 1.017 F 1.067 F 1.132 F 0.100 0.115 Yes 24 West Blvd/Redondo Blvd signalized 0.662 B 0.681 B 0.582 A 0.404 A 0.080 0.277 No Significant Impact? 52 Page

Traffic Impact Analysis Version 1 Intersection Control Type Future Year 2035 Without Project Conditions Future Year 2035 With Project Conditions AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour V/C or Delay LOS V/C or Delay LOS V/C or Delay LOS V/C or Delay LOS Change in V/C or Delay AM Peak Hour PM Peak Hour 25 West Blvd/Florence Ave signalized 0.741 C 0.730 C 0.775 C 0.778 C 0.034 0.048 Yes 26 Crenshaw Blvd/Florence Ave signalized 0.912 E 0.899 D 0.984 E 0.953 E 0.072 0.054 Yes 27 Crenshaw Blvd /Manchester Blvd signalized 0.959 E 0.890 D 1.017 F 0.924 E 0.058 0.034 Yes 28 La Cienega Blvd/Florence Ave** signalized 79.9 E 87.4 F 129.2 E 135.2 F 49.3 47.8 Yes 29 I 405 NB Ramp/Manchester signalized 36.2 F 32.1 C 36.1 D 32.4 C 0.1 0.5 No Blvd** Notes: V/C = Volume to Capacity Ratio, LOS = Level of Service. Intersection operating below acceptable LOS are shown in bold. 1 = Unsignalized intersection analyzed as signalized to determine if significant impact criteria is satisfied based on ICU, since V/C ratio is not calculated using HCM stopcontrolled intersection methodologies. * Intersection analyzed in HCM methodology because ICU methodology does not support 5 legged intersections. Delay reported for this intersection. **Caltrans intersection, utilizing HCM delay based methodology to evaluate intersection operations. Significant Impact? 53 Page

Traffic Impact Analysis Version 1 As shown in Table 14, based on the significant impact threshold criteria described in Section 3, traffic generated by the proposed project is forecast to result in significant traffic impacts at the following intersections in future year 2035 with project conditions: Inglewood Avenue/Manchester Avenue; Eucalyptus Avenue/Florence Avenue; La Brea Avenue/Florence Avenue; La Brea Avenue/Regent Street; La Brea Avenue/Manchester Boulevard; Prairie Avenue/ Florence Avenue; Prairie Avenue/Manchester Boulevard; West Boulevard/Florence Avenue; Crenshaw Boulevard/Florence Avenue; Crenshaw Boulevard/Manchester Boulevard; and La Cienega Boulevard/Florence Avenue. 54 Page

West Blvd Market St Inlgewood Ave La Cienega Blvd c (4 (8 (5 ( St 21 ( ( Florence Ave 20 ( 18 22 ( 8th Ave Crenshaw Dr Manchester Dr Manchester Blvd Market St Prairie Ave Kelso St 405 27 ( Crenshaw Blvd illc H 23 ( Hillcrest Blvd West Blvd 19 Manchester Ter ( re st Bl La Brea Ave Eucalyptus Ave vd 16 13 ( ( (3 Inlgewood Ave Cedar Ave Oak St La Cienega Blvd Manchester Blvd Prairie Ave (9 Locust St (7 Regent St Market St (2 nc 10 ( 14 ( 11 ( 12 15 ( ( Fir Ave Hyde Park Blvd ve ea re Flo 29 ( 344/317 599/1100 el z Ha 26 ( 17 ( 28 ( 1491/1001 1386/682 25 ( ve ea Crenshaw Blvd Cedar St 23/27 790/1118 40/126 290/384 837/915 28/42 1081/626 453/322 241/83 4/22 Legend 49/111 838/1228 137/179 465/394 672/983 147/198 327/190 1661/1036 97/102 1657/1086 32/52 176/154 1503/935 101/182 32/46 259/330 20. Centinela Ave / Florence Ave 152/137 844/1173 108/204 93/56 306/250 44/107 112/1 638/477 50/49 857/1169 230/446 223/139 18/22 34/26 223/136 12/15 148/140 172/179 11/17 90/102 386/326 2/3 174/169 68/123 785/1003 6/25 17 35 2/2 / 0 20264 1 /4 143/108 592/852 103/137 0/5 0/8 1/18 307/427 364/264 100/145 290/96 855/1120 44/373 157/43 942/1057 126/61 113/56 29/43 9/5 444/276 18/18 140/65 820/1169 137/33 Av e 24 ( ren 1 15. Market St / Regent St Blv Flo e Av 44/56 19/91 10/120 h ea 708/267 1090/698 194/366 19. Hillcrest Blvd / Manchester Blvd ac Br 18. Hillcrest Blvd / Florence Ave 328/272 309/74 17. Locust St / Florence Ave 40/43 760/1426 16/28 13/27 1360/802 139/66 Be (6 244/130 193/310 148/123 8/343 14. Market St / Florence ave 57/39 186/170 86/208 a ep d Hy 10. La Brea Ave / Beach Ave 1176/772 788/1238 rk La 9. Fir Ave / Florence Ave 15/12 182/205 33/82 d Centinela A ve 47/36 1070/848 68/31 1306/831 341/306 187/293 243/179 13. La Brea Ave / Manchester Blvd 562/1063 55/104 89/149 772/1082 89/105 16/11 1074/620 87/4 73/124 414/333 56/62 614/1045 14/33 5. Eucalyptus Ave / Juniper St 41/114 173/10 121/130 157/140 727/1420 96/68 11/12 307/274 4. Eucalyptus Ave / Hyde Park Blvd 168/127 1031/881 34/37 576/379 63/34 1984/1186 497/512 8. Hyde Park Blvd & Juniper St / La Brea Ave 1115/635 335/495 356/291 8/24 16. Market St / Manchester Blvd 58/95 49/88 23/24 1/2 29/33 111/47 258/89 2/13 45/98 100/206 11/24 30/22 224/110 9/7 11/6 219/176 24/13 106/1 1250/1055 83/149 33/57 42/19 15/13 31/69 844/1305 21/0 12. La Brea Ave / Regent St 3. Inglewood Ave / Manchester Blvd 29/38 839/533 237/140 11. La Brea Ave / Florence Ave 91/214 155/256 109/121 319/180 286/73 25/29 23/101 898/772 143/52 59/107 1146/1088 62/18 107/115 673/948 38/68 149/134 979/605 158/134 7. Eucalyptus Ave / Florence Ave 55/8 1041/1683 7/2 18/27 949/972 48/27 4/6 6. Eucalyptus Ave / Beach Ave 191/390 818/1191 24/30 116/151 1029/632 39/59 16/19 451/261 18/5 72/86 390/320 167/90 8/11 175/134 211/152 30/46 143/71 59/90 2. Inglewood Ave / Florence Ave 49/36 1143/990 6/120 634/57 146/212 180/66 1. Inglewood Ave / Hyde Park Blvd 3/13 918/1457 22/61 2/6 1305/816 173/205 186/153 1/6 62/21 7/6 39/47 2/4 45/58 131/316 2/2 46/22 173/120 4/5 1/6 1463/1240 ( Study Intersections Crenshaw Line Station 27. Crenshaw Blvd / Manchester Blvd 137/288 575/686 26/24 28. La Cienega Blvd / Florence Ave 19/48 1017/1193 467/369 185/561 168/245 809/302 26. Crenshaw Blvd / Florence Ave 186/131 699/878 134/202 215/307 542/355 149/30 25. West Blvd / Florence Ave 150/195 979/1529 122/264 290/169 648/910 142/138 24. West Blvd / Redondo Blvd 87/115 973/1700 3/83 1208/886 197/161 23. Prairie Ave / Manchester Blvd 50/74 50/65 629/352 68/31 22. Prairie Ave / Grace Ave 98/33 605/1328 255/200 310/303 1085/723 172/376 21. Prairie Ave / Florence Ave 67/63 65/73 1106/1071 162/72 532/553 932/574 895/1384 563/601 29. I-405 NB Ramps / Manchester Blvd Crenshaw Line Downtown TOD Study Area Fairview Heights (Florence/West) TOD Study Area City of Inglewood Transit Oriented District Development City of City of Inglewood Inglewood Figure 14 Future Year 2035 With Project Peak Hour Intersection Traffic Volumes

9.0 FREEWAY RAMP QUEUING ANALYSIS Traffic Impact Analysis Version 1 Queuing analyses were conducted for all of the off ramp approaches at ramp intersections under jurisdiction of Caltrans within the study area. The purpose of the analysis was to evaluate whether offramps have sufficient storage capacity so as to prevent future spillback onto the freeway mainline. The queue lengths were calculated using the Synchro 9 software, which evaluates for 95 th percentile queue lengths. The queuing analysis tables in this report show the 95 th percentile queues which are the results recommended to be used for design of storage lengths. The results of the queuing analysis are summarized in Table 15. Detailed queuing reports are included in Appendix E. Ramp Intersection 28. La Cienega Boulevard/ Florence Avenue Ramp Intersection 29. I 405 NB Ramp/ Manchester Boulevard TABLE 15: RAMP INTERSECTION QUEUING LENGTHS Future Year 2035 Without Project Future Year 2035 With Project Length Existing Existing Plus Project SBL SBT SBR SBL SBT SBR SBL SBT SBR SBL SBT SBR Storage Length 1,870 1,870 1,870 1,870 1,870 1,870 1,870 1,870 1,870 1,870 1,870 1,870 95th %ile Queue AM 361 367 383 277 187 496 134 615 95th %ile Queue PM 531 448 485 404 271 534 163 781 Future Year 2035 Without Project Future Year 2035 With Project Length Existing Existing Plus Project NBL NBT NBR NBL NBT NBR NBL NBT NBR NBL NBT NBR Storage Length 1,225 1,225 1,225 1,225 1,225 1,225 1,225 1,225 1,225 1,225 1,225 1,225 95th %ile Queue AM 405 426 46 388 415 47 420 473 44 498 549 46 95th %ile Queue PM 314 419 110 228 454 126 272 441 120 243 483 149 As shown in Table 15, under future year 2035 conditions, the forecast peak hour 95 th percentile queue lengths on the two I 405 off ramp intersections are not expected to exceed the available storage area on the ramps and between the ramp intersections. 56 Page

Traffic Impact Analysis Version 1 10.0 CONGESTION MANAGEMENT PROGRAM ANALYSIS (CMP) The Congestion Management Program (CMP) was created statewide as a result of Proposition 111 and has been implemented locally by the Los Angeles County Metropolitan Transportation Authority (Metro). The CMP, as adopted by SCAG for Los Angeles County, requires that the traffic impact of individual development projects of potential regional significance be analyzed. A specific system of arterial roadways plus all freeways comprise the CMP system. A total of 164 intersections are identified for monitoring on the system in Los Angeles County. This section describes the analysis of project related impacts on the CMP system. The analysis has been conducted according to the guidelines set forth in the 2010 Congestion Management Program for Los Angeles County. According to the CMP Traffic Impact Analysis (TIA) Guidelines developed by Metro, a CMP traffic impact analysis is required given the following conditions: CMP arterial monitoring intersections, including freeway on or off ramps, where the proposed project would add 50 or more trips during either the AM or PM weekday peak hours. CMP freeway monitoring locations where the proposed project would add 150 or more trips, in either direction, during either the AM or PM weekday peak hours. According to the CMP guidelines, a significant impact occurs when a proposed project increases traffic demand on a CMP facility by 2% of capacity (V/C 0.02 for arterial locations or D/C 0.02 for freeway locations), causing LOS F (V.C > 1.00 for arterial locations or D/C > 1.00 for freeway locations). 10.1 CMP INTERSECTION ANALYSIS Two of the twenty nine (29) proposed study area intersections are part of the 164 CMP Arterial monitoring locations. Per the CMP guidelines, a project s traffic impact is considered significant if the change in V/C ratio relative to the without project increases by 2% (V/C > 0.02) causing the intersection to operate at LOS F. Furthermore, if the study intersection is operating at LOS E or better after the addition of the project, the intersection would not be considered significantly impacted regardless of the increase in V/C. The proposed project adds over 50 trips at these intersections; therefore, a CMP intersection analysis was conducted and summarized in Table 16. 13 27 Intersection La Brea Ave/ Manchester Blvd Crenshaw Blvd/ Manchester Blvd TABLE 16: CMP INTERSECTION ANALYSIS Future Year 2035 Future Year 2035 Without Project Conditions With Project Conditions AM Peak PM Peak AM Peak PM Peak Hour Hour Hour Hour V/C LOS V/C LOS V/C LOS V/C LOS Change in V/C AM Peak Hour PM Peak Hour Significant Impact? 0.799 C 0.797 C 0.836 D 0.922 E 0.037 0.125 No 0.959 E 0.890 D 1.017 F 0.924 E 0.058 0.034 Yes As shown in Table 16, under future year 2035 with project conditions, the proposed project is forecast to result in a significant impact at the CMP monitored Crenshaw Boulevard/Manchester Boulevard 57 Page

Traffic Impact Analysis Version 1 intersection. As discussion of potential mitigation measures to reduce the level of impact is provided in Section 11.0. 10.2 CMP MAINLINE FREEWAY SEGMENT ANALYSIS The 2010 CMP monitors freeway conditions at eight (8) locations on I 405. The nearest freeway segment station is approximately 1.25 miles north of the project site: I 405 north of La Tijera Boulevard. Freeway mainline segments are assigned a LOS based on a demand to capacity (D/C) ratio, as shown in Table 17: TABLE 17: FREEWAY SEGMENT LOS D/C Ratio LOS D/C Ratio LOS 0.00 0.35 A > 1.00 1.25 F(0) > 0.35 0.54 B > 1.25 1.35 F(1) > 0.54 0.77 C > 1.35 1.45 F(2) > 0.77 0.93 D > 1.45 F(3) > 0.93 1.00 E Source: Los Angeles County Metropolitan Transportation Authority 2010 Congestion Management Program Appendix D, Exhibit D 6 Based on incremental project trip generation estimates, the proposed project would add more than 150 peak hour trips; therefore, a CMP mainline freeway segment analysis was conducted. Table 18 shows the 2010 CMP freeway conditions used as a baseline for this analysis: 58 Page

Traffic Impact Analysis Version 1 CMP Freeway Monitoring Station Capacity TABLE 18: 2010 CMP FREEWAY CONDITIONS 2009 CMP Freeway Northbound Southbound AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour Demand D/C LOS Demand D/C LOS Demand D/C LOS Demand D/C LOS I 405 north of La Tijera Boulevard 10,000 14,200 1.42 F(2) 14,400 1.44 F(2) 10,100 1.01 F(0) 11,500 1.15 F(0) Source: Los Angeles County Metropolitan Transportation Authority (Metro) 2010 Congestion Management Program As mentioned earlier, the CMP estimates a traffic growth of 5.3 percent between 2010 and 2035 in the Regional Statistical Area (RSA) 18, which corresponds to the City of Inglewood. This growth rate was applied to the volume listed in the 2010 CMP (Table 18) to obtain future year 2035 freeway volumes. Project trips were then added to the future year 2035 without project to obtain 2035 with project freeway conditions. Table 19 shows the future year 2035 without and with project CMP freeway analysis. CMP Freeway Monitoring Station Capacity TABLE 19: FUTURE YEAR 2035 CMP FREEWAY CONDITIONS Future Year 2035 CMP Freeway Conditions Northbound Southbound AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour Demand D/C LOS Demand D/C LOS Demand D/C LOS Demand D/C LOS I 405 north of La Tijera Boulevard 10,000 15,000 1.50 F(3) 15,200 1.52 F(3) 10,600 1.06 F(0) 12,100 1.21 F(0) Project Trips 70 123 155 187 Future Year 2035 With Project Trips on I 405 north of La Tijera Boulevard Difference D/C (With Project Without Project) 10,000 15,070 1.51 F(3) 15,323 1.53 F(3) 10,755 1.08 F(0) 12,287 1.23 F(0) 0.01 0.01 >0.02 >0.02 Under future year 2035 with project conditions, I 405 north of La Tijera Boulevard is not impacted by the project. 59 Page

Traffic Impact Analysis Version 1 10.3 CMP TRANSIT IMPACT ANALYSIS Section D.8.4 of the 2010 CMP outlines the methodology for estimating the number of transit trips expected to result from the proposed project. This methodology assumes an average vehicle ridership (AVR) factor of 1.4 to estimate obtain the number of person trips generated by the project. Furthermore, because the TOD areas are primarily commercial use within ¼ mile of the proposed Crenshaw stations, CMP guidelines allow for 9% of person trips to be assigned to transit trips. Table 20 shows the number of a.m. and p.m peak hour and daily project trips generated by each TOD area: TOD TABLE 20: TRANSIT TRIPS CALCULATIONS AM Peak Hour Transit Trips PM Peak Hour Transit Trips Daily Transit Trips Downtown 246 357 4,057 Fairview Heights 21 38 429 Total 267 396 4,485 Note: Rounded to the nearest 10 trips The two TOD areas are served by 12 transit lines as detailed in Section 2.2.2 of this report. In addition, the new Crenshaw/LAX LRT is scheduled to start service in 2019. Metro s ridership forecast published in 2009 1 estimated the daily ridership for the Crenshaw LRT between 15,200 to 21,300 between the Green Line (Redondo Beach station) to the Exposition Line (Crenshaw Station). For the purpose of this analysis, 21,300 was used to determine the transit impact generated by the project. Table 21 shows the 2015 daily ridership on a typical weekday for all lines within the study area. TABLE 21: STUDY AREA TRANSIT FACILITIES 2015 DAILY RIDERSHIP Bus Peak Hour Frequency 2015 Daily From / To To / From Route Ridership AM PM 40 South Bay Galleria Union Station 10 30 min 20 40 min 19,758 110 Playa Vista Bell Gardens 20 25 min 20 25 min 9,965 111/311 LAX City Bus Center Norwalk Station 15 30 min 20 40 min 18,445 115 Playa Del Rey Norwalk Station 10 20 min 20 30 min 16,812 210 South Bay Galleria Vine & Hollywood 20 30 min 15 25 min 14,493 212 Hawthorne/Lennox Hollywood/Vine Station Red Line Station 15 20 min 10 25 min 14,852 710 South Bay Galleria Wilshire Western Purple Line Station 10 20 min 15 25 min 8,286 740 South Bay Galleria Expo/Crenshaw Station 10 20 min 15 25 min 3,095 Crenshaw LRT Exposition Line Green Line N/A N/A 21,300* 2015 Daily Ridership within the Study Area 127,006 Source: Metropolitan Transportation Authority (Metro) Note: *Forecast Ridership for Metro s Exposition LRT 1 Source: Metro http://ridley thomas.lacounty.gov/pdfs/issues/10 0362_ntc_factsheet_Crenshaw_cmc_FINAL.pdf 60 Page

Traffic Impact Analysis Version 1 As shown in Table 20, the project is expected to generate 267 a.m. peak hour transit trips, 396 p.m peak hour transit trips, and 4,485 daily transit trips. Using the CMP approach, transit person trips as part of this project were compared to the 2015 transit ridership in Table 21. It was concluded that the project daily transit trips would increase the daily transit ridership within the study area by approximately 3.5%. At this level of increase, a project related impact on the regional transit system would not be considered significant. 11.0 POTENTIAL MITIGATION MEASURES The following potential mitigation measures have been identified for the significantly impacted intersections during future year 2035 with project conditions: Inglewood Avenue/Manchester Boulevard o This impact cannot be fully mitigated, and therefore would be considered significant and unavoidable. However, the intersection operations can be improved by modifying the eastbound left turn phase from permitted to protected. Eucalyptus Avenue/Florence Avenue o This impact cannot be fully mitigated, and therefore would be considered significant and unavoidable. La Brea Avenue/Florence Avenue o This impact cannot be fully mitigated, and therefore would be considered significant and unavoidable. However, the intersection operations can be improved by restriping the northbound approach to provide one left turn lane, two through lanes, and one rightturn lane. La Brea Avenue/Regent Street o This impact cannot be fully mitigated, and therefore would be considered significant and unavoidable. Due to right of way constraints, no feasible physical improvements (roadway widening, additional lanes, etc.) are identified for this intersection. However, the intersection operations can be improved by modifying the northbound and westbound left turn phases from permitted to protected. La Brea Avenue/Manchester Boulevard o This impact cannot be fully mitigated, and therefore would be considered significant and unavoidable. However, the intersection operations can be improved by restriping the northbound and eastbound approaches to provide a dedicated right turn lane. Prairie Avenue/ Florence Avenue o This impact can be fully mitigated by adding a second westbound left turn lane. Implementation of this mitigation would likely require a reduction in existing lane widths. Prairie Avenue/Manchester Boulevard o This impact cannot be fully mitigated, and therefore would be considered significant and unavoidable. Due to right of way constraints, no feasible physical improvements (roadway widening, additional lanes, etc.) are identified for this intersection. However, 61 Page

Traffic Impact Analysis Version 1 the intersection operations can be improved by adding a westbound right turn overlap phase. West Boulevard/Florence Avenue o This impact can be fully mitigated by restriping the north leg of the intersection to include a second southbound left turn lane, within the existing curb to curb right of way. Crenshaw Boulevard/Florence Avenue o This impact cannot be fully mitigated, and therefore would be considered significant and unavoidable. Due to right of way constraints, no feasible physical improvements are identified for this intersection. Crenshaw Boulevard/Manchester Boulevard o This impact cannot be fully mitigated, and therefore would be considered significant and unavoidable. Due to right of way constraints, no feasible improvements are identified for this intersection. La Cienega Boulevard/Florence Avenue o This impact cannot be mitigated, and therefore would be considered significant and unavoidable. Due to right of way constraints associated with proximity I 405 and the future Crenshaw/LAX LRT, no feasible improvements are identified for this intersection. Table 22 summarizes the future year 2035 with project levels of service assuming implementation of the recommended mitigation measure at the study intersections. Level of service calculation worksheets are included in Appendix B. 62 Page

Traffic Impact Analysis Version 1 Intersection TABLE 22: FUTURE YEAR 2035 WITH PROJECT INTERSECTION PEAK HOUR LEVEL OF SERVICE MITIGATED CONDITIONS Future Year 2035 Future Year 2035 Without Project Conditions With Project Mitigated Conditions Control Type AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour V/C or Delay LOS V/C or Delay Change in V/C 3 Inglewood Ave/Manchester Blvd signalized 0.795 C 0.767 C 0.829 D 0.813 D 0.034 0.046 Yes 7 Eucalyptus Ave/Florence Ave signalized 0.815 D 0.700 C 0.872 D 0.794 C 0.057 0.094 No 11 La Brea Ave/Florence Ave signalized 0.861 D 0.785 C 0.943 E 0.878 D 0.082 0.093 Yes 12 La Brea Ave/Regent St signalized 0.717 C 0.584 A 0.865 D 0.631 B 0.148 0.047 Yes 13 La Brea Ave/Manchester Blvd signalized 0.799 C 0.797 C 0.833 D 0.901 E 0.034 0.104 Yes 21 Prairie Ave/Florence Ave signalized 0.787 C 0.787 C 0.797 C 0.725 C 0.010 0.062 No 23 Prairie Ave/Manchester Blvd signalized 0.967 E 1.017 F 0.965 E 0.903 E 0.002 0.114 Yes 25 West Blvd/Florence Ave signalized 0.741 C 0.730 C 0.703 C 0.686 B 0.038 0.044 No 26 Crenshaw Blvd/Florence Ave signalized 0.912 E 0.899 D 0.984 E 0.953 E 0.072 0.054 Yes 27 Crenshaw Blvd/Manchester Blvd signalized 0.959 E 0.890 D 1.017 F 0.924 E 0.058 0.034 Yes 28 La Cienega Blvd/Florence Ave** signalized 79.9 E 87.4 F 129.2 E 135.2 F 49.3 47.8 Yes LOS V/C or Delay LOS V/C or Delay LOS AM Peak Hour Notes: V/C = Volume to Capacity Ratio, LOS = Level of Service. Intersection operating below acceptable LOS are shown in bold. * Intersection analyzed in HCM methodology because ICU methodology does not support 5 legged intersections. Delay reported for this intersection. **Caltrans intersection, utilizing HCM delay based methodology to evaluate intersection operations. PM Peak Hour Significant Impact? 63 Page

Traffic Impact Analysis Version 1 As mentioned earlier, in the future year 2035 with project conditions, the proposed project is forecast to result in significant traffic impacts at 11 of the 29 study intersections. As shown in Table 22, the proposed mitigation measures would mitigate three (3) of these 11 intersections, resulting in eight (8) intersections remaining significantly impacted by the project. 12.0 CONCLUSIONS The City of Inglewood Downtown and Fairview Heights TOD TIA evaluated the potential impacts to traffic operations at twenty nine (29) intersections located within the Downtown and Fairview Heights Transit Oriented Districts in the City of Inglewood. The analysis evaluated impacts to existing conditions and future year 2035 conditions. Currently, based on existing year 2015 conditions, four (4) intersections are operating at unsatisfactory levels of service (LOS E or worse). Utilizing the SCAG 2012 travel demand model was to estimate trip productions and attractions, the proposed project (total of both TOD areas) is expected to generate 2,157 a.m. peak hour trips, 3,182 p.m. peak hour trips and 36,190 daily trips in the existing plus project scenario. In the future year 2035 with project scenario, the project is expected to generate 2,121 a.m. peak hour trips, 3,139 p.m. peak hour trips and 35,596 daily trips. Based on the significant impact criteria described in Section 3.0, traffic generated by the proposed project in existing conditions is forecast to result in significant traffic impacts at four study intersections. Future year 2035 without project volumes were developed as described in Section 7.0. Based on the LOS analysis conducted, five (5) study intersections are forecast to be operate at LOS E or F. Future year 2035 with project volumes were developed by adding the trips generated by proposed project to future year 2035 without project volumes. Based on the significant impact criteria described in Section 3.0, traffic generated by the proposed project in future year 2035 is forecast to result in significant traffic impacts at 11 study intersections. Iteris evaluated a variety of intersection improvements necessary to provide improved LOS in the future year 2035 with project conditions. As detailed in Section 11.0 of this report, the proposed mitigation measures would mitigate three (3) of the 11 impacted study intersections, resulting in eight (8) intersections remaining significantly impacted by the project. Due to right of way constraints at some of the nine intersections, no feasible physical improvements were able to be identified to mitigate the project impact. In addition to intersection LOS analysis, queuing analyses were conducted for two freeway ramp intersections under jurisdiction of Caltrans and calculated using the 95 th percentile queues. The queues on the two I 405 off ramp intersections are not expected to exceed the available storage area on the ramps and between the ramp intersections. Iteris also performed a CMP analysis for intersections, freeway, and transit using the guidelines specified in the 2010 CMP Appendix D. Based on CMP thresholds of significance criteria, one CMP monitored intersection in the study area, Crenshaw Boulevard/Manchester Boulevard, would be significantly 64 Page

Traffic Impact Analysis Version 1 impacted by proposed project. Due to right of way constraints, no feasible improvements are identified to mitigate the impact at this intersection. The CMP freeway segment analysis evaluated future year 2035 conditions without and with the project at the station closest to the TOD study areas. Based on incremental project trip generation estimates, the proposed project under future year 2035 with project conditions would not impact I 405 segment (north of La Tijera Boulevard) monitored by the CMP. As a result, no traffic mitigation measures are required. Furthermore, the CMP transit impact analysis determined that the project related impacts on the regional transit system would not be significant. 65 Page

Submitted by: DOWNTOWN AND FAIRVIEW HEIGHTS TRANSIT ORIENTED DISTRICT (TOD) CITY OF INGLEWOOD TECHNICAL APPENDIX Submitted to: City of Inglewood J16 1722

Traffic Impact Analysis Version 1 APPENDIX A: TRAFFIC COUNT DATA

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Inglewood Avenue E/W: Florence Avenue Weather: Clear File Name : IWDINFLAM Site Code : 04216231 Start Date : 4/21/2016 Page No : 1 Groups Printed- Total Volume Inglewood Avenue Southbound Florence Avenue Westbound Inglewood Avenue Northbound Florence Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 24 278 0 302 31 0 39 70 1 135 5 141 513 07:15 AM 0 0 0 0 23 344 0 367 20 0 47 67 0 125 6 131 565 07:30 AM 0 0 0 0 67 294 0 361 14 0 48 62 1 152 5 158 581 07:45 AM 1 0 0 1 65 246 1 312 17 1 56 74 2 163 5 170 557 Total 1 0 0 1 179 1162 1 1342 82 1 190 273 4 575 21 600 2216 08:00 AM 0 0 0 0 48 287 1 336 11 0 42 53 0 205 6 211 600 08:15 AM 1 0 0 1 33 261 1 295 10 1 56 67 1 192 4 197 560 08:30 AM 2 0 0 2 29 258 2 289 12 1 34 47 2 211 4 217 555 08:45 AM 2 0 1 3 33 229 7 269 9 1 28 38 2 180 5 187 497 Total 5 0 1 6 143 1035 11 1189 42 3 160 205 5 788 19 812 2212 Grand Total 6 0 1 7 322 2197 12 2531 124 4 350 478 9 1363 40 1412 4428 Apprch % 85.7 0 14.3 12.7 86.8 0.5 25.9 0.8 73.2 0.6 96.5 2.8 Total % 0.1 0 0 0.2 7.3 49.6 0.3 57.2 2.8 0.1 7.9 10.8 0.2 30.8 0.9 31.9 Inglewood Avenue Southbound Florence Avenue Westbound Inglewood Avenue Northbound Florence Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 0 0 0 23 344 0 367 20 0 47 67 0 125 6 131 565 07:30 AM 0 0 0 0 67 294 0 361 14 0 48 62 1 152 5 158 581 07:45 AM 1 0 0 1 65 246 1 312 17 1 56 74 2 163 5 170 557 08:00 AM 0 0 0 0 48 287 1 336 11 0 42 53 0 205 6 211 600 Total Volume 1 0 0 1 203 1171 2 1376 62 1 193 256 3 645 22 670 2303 % App. Total 100 0 0 14.8 85.1 0.1 24.2 0.4 75.4 0.4 96.3 3.3 PHF.250.000.000.250.757.851.500.937.775.250.862.865.375.787.917.794.960

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Inglewood Avenue E/W: Florence Avenue Weather: Clear File Name : IWDINFLAM Site Code : 04216231 Start Date : 4/21/2016 Page No : 2 Inglewood Avenue Out In Total 6 1 7 0 Right 0 Thru 1 Left Peak Hour Data Florence Avenue Out In Total 1233 670 1903 3 Left 645 Thru 22 Right Peak Hour Begins at 07:15 AM Total Volume North 2 1171 203 Right Thru Left Out In Total 839 1376 2215 Florence Avenue Left 62 Thru 1 Right 193 225 256 481 Out In Total Inglewood Avenue Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:15 AM 07:00 AM 08:00 AM +0 mins. 0 0 0 0 23 344 0 367 31 0 39 70 0 205 6 211 +15 mins. 1 0 0 1 67 294 0 361 20 0 47 67 1 192 4 197 +30 mins. 2 0 0 2 65 246 1 312 14 0 48 62 2 211 4 217 +45 mins. 2 0 1 3 48 287 1 336 17 1 56 74 2 180 5 187 Total Volume 5 0 1 6 203 1171 2 1376 82 1 190 273 5 788 19 812 % App. Total 83.3 0 16.7 14.8 85.1 0.1 30 0.4 69.6 0.6 97 2.3 PHF.625.000.250.500.757.851.500.937.661.250.848.922.625.934.792.935

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Inglewood Avenue E/W: Florence Avenue Weather: Clear File Name : IWDINFLPM Site Code : 04216231 Start Date : 4/21/2016 Page No : 1 Groups Printed- Total Volume Inglewood Avenue Southbound Florence Avenue Westbound Inglewood Avenue Northbound Florence Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 3 2 2 7 49 155 2 206 6 1 22 29 5 313 12 330 572 04:15 PM 1 0 0 1 37 136 0 173 6 0 27 33 0 338 16 354 561 04:30 PM 3 3 1 7 47 156 2 205 9 1 28 38 2 337 30 369 619 04:45 PM 5 1 1 7 36 153 1 190 1 3 34 38 3 358 13 374 609 Total 12 6 4 22 169 600 5 774 22 5 111 138 10 1346 71 1427 2361 05:00 PM 4 1 2 7 46 138 1 185 4 0 36 40 6 313 18 337 569 05:15 PM 2 2 1 5 48 125 1 174 6 3 40 49 1 334 18 353 581 05:30 PM 7 4 1 12 52 155 3 210 10 0 32 42 3 344 11 358 622 05:45 PM 0 1 3 4 44 122 3 169 4 3 30 37 2 363 11 376 586 Total 13 8 7 28 190 540 8 738 24 6 138 168 12 1354 58 1424 2358 Grand Total 25 14 11 50 359 1140 13 1512 46 11 249 306 22 2700 129 2851 4719 Apprch % 50 28 22 23.7 75.4 0.9 15 3.6 81.4 0.8 94.7 4.5 Total % 0.5 0.3 0.2 1.1 7.6 24.2 0.3 32 1 0.2 5.3 6.5 0.5 57.2 2.7 60.4 Inglewood Avenue Southbound Florence Avenue Westbound Inglewood Avenue Northbound Florence Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 5 1 1 7 36 153 1 190 1 3 34 38 3 358 13 374 609 05:00 PM 4 1 2 7 46 138 1 185 4 0 36 40 6 313 18 337 569 05:15 PM 2 2 1 5 48 125 1 174 6 3 40 49 1 334 18 353 581 05:30 PM 7 4 1 12 52 155 3 210 10 0 32 42 3 344 11 358 622 Total Volume 18 8 5 31 182 571 6 759 21 6 142 169 13 1349 60 1422 2381 % App. Total 58.1 25.8 16.1 24 75.2 0.8 12.4 3.6 84 0.9 94.9 4.2 PHF.643.500.625.646.875.921.500.904.525.500.888.862.542.942.833.951.957

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Inglewood Avenue E/W: Florence Avenue Weather: Clear File Name : IWDINFLPM Site Code : 04216231 Start Date : 4/21/2016 Page No : 2 Inglewood Avenue Out In Total 25 31 56 5 Right 8 Thru 18 Left Peak Hour Data Florence Avenue Out In Total 597 1422 2019 13 Left 1349 Thru 60 Right Peak Hour Begins at 04:45 PM Total Volume North 6 571 182 Right Thru Left Out In Total 1509 759 2268 Florence Avenue Left 21 Thru 6 Right 142 250 169 419 Out In Total Inglewood Avenue Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:00 PM 04:45 PM 04:15 PM +0 mins. 5 1 1 7 49 155 2 206 1 3 34 38 0 338 16 354 +15 mins. 4 1 2 7 37 136 0 173 4 0 36 40 2 337 30 369 +30 mins. 2 2 1 5 47 156 2 205 6 3 40 49 3 358 13 374 +45 mins. 7 4 1 12 36 153 1 190 10 0 32 42 6 313 18 337 Total Volume 18 8 5 31 169 600 5 774 21 6 142 169 11 1346 77 1434 % App. Total 58.1 25.8 16.1 21.8 77.5 0.6 12.4 3.6 84 0.8 93.9 5.4 PHF.643.500.625.646.862.962.625.939.525.500.888.862.458.940.642.959

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Inglewood Avenue E/W: Manchester Boulevard Weather: Clear File Name : IWDINMAAM Site Code : 04216231 Start Date : 4/21/2016 Page No : 1 Groups Printed- Total Volume Inglewood Avenue Southbound Manchester Boulevard Westbound Inglewood Avenue Northbound Manchester Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 5 18 15 38 10 322 10 342 12 45 6 63 4 110 1 115 558 07:15 AM 7 32 15 54 15 254 22 291 17 55 9 81 13 89 0 102 528 07:30 AM 6 59 14 79 16 212 29 257 14 50 7 71 16 119 1 136 543 07:45 AM 7 71 21 99 20 244 21 285 11 63 11 85 18 128 0 146 615 Total 25 180 65 270 61 1032 82 1175 54 213 33 300 51 446 2 499 2244 08:00 AM 15 53 26 94 17 235 8 260 22 60 21 103 18 190 1 209 666 08:15 AM 13 28 18 59 9 262 15 286 26 60 27 113 22 170 1 193 651 08:30 AM 8 17 21 46 5 243 5 253 18 44 17 79 7 170 5 182 560 08:45 AM 6 30 14 50 22 205 5 232 22 29 9 60 7 130 1 138 480 Total 42 128 79 249 53 945 33 1031 88 193 74 355 54 660 8 722 2357 Grand Total 67 308 144 519 114 1977 115 2206 142 406 107 655 105 1106 10 1221 4601 Apprch % 12.9 59.3 27.7 5.2 89.6 5.2 21.7 62 16.3 8.6 90.6 0.8 Total % 1.5 6.7 3.1 11.3 2.5 43 2.5 47.9 3.1 8.8 2.3 14.2 2.3 24 0.2 26.5 Inglewood Avenue Southbound Manchester Boulevard Westbound Inglewood Avenue Northbound Manchester Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 7 71 21 99 20 244 21 285 11 63 11 85 18 128 0 146 615 08:00 AM 15 53 26 94 17 235 8 260 22 60 21 103 18 190 1 209 666 08:15 AM 13 28 18 59 9 262 15 286 26 60 27 113 22 170 1 193 651 08:30 AM 8 17 21 46 5 243 5 253 18 44 17 79 7 170 5 182 560 Total Volume 43 169 86 298 51 984 49 1084 77 227 76 380 65 658 7 730 2492 % App. Total 14.4 56.7 28.9 4.7 90.8 4.5 20.3 59.7 20 8.9 90.1 1 PHF.717.595.827.753.638.939.583.948.740.901.704.841.739.866.350.873.935

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Inglewood Avenue E/W: Manchester Boulevard Weather: Clear File Name : IWDINMAAM Site Code : 04216231 Start Date : 4/21/2016 Page No : 2 Inglewood Avenue Out In Total 341 298 639 86 Right 169 Thru 43 Left Peak Hour Data Manchester Boulevard Out In Total 1147 730 1877 65 Left 658 Thru 7 Right Peak Hour Begins at 07:45 AM Total Volume North 49 984 51 Right Thru Left Out In Total 777 1084 1861 Manchester Boulevard Left 77 Thru 227 Right 76 227 380 607 Out In Total Inglewood Avenue Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:00 AM 07:45 AM 07:45 AM +0 mins. 6 59 14 79 10 322 10 342 11 63 11 85 18 128 0 146 +15 mins. 7 71 21 99 15 254 22 291 22 60 21 103 18 190 1 209 +30 mins. 15 53 26 94 16 212 29 257 26 60 27 113 22 170 1 193 +45 mins. 13 28 18 59 20 244 21 285 18 44 17 79 7 170 5 182 Total Volume 41 211 79 331 61 1032 82 1175 77 227 76 380 65 658 7 730 % App. Total 12.4 63.7 23.9 5.2 87.8 7 20.3 59.7 20 8.9 90.1 1 PHF.683.743.760.836.763.801.707.859.740.901.704.841.739.866.350.873

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Inglewood Avenue E/W: Manchester Boulevard Weather: Clear File Name : IWDINMAPM Site Code : 04216231 Start Date : 4/21/2016 Page No : 1 Groups Printed- Total Volume Inglewood Avenue Southbound Manchester Boulevard Westbound Inglewood Avenue Northbound Manchester Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 11 53 33 97 17 221 9 247 12 24 12 48 19 296 6 321 713 04:15 PM 8 32 25 65 17 212 9 238 22 23 6 51 17 290 4 311 665 04:30 PM 11 59 22 92 14 214 12 240 19 28 9 56 33 287 7 327 715 04:45 PM 8 50 17 75 14 204 8 226 19 30 18 67 16 275 12 303 671 Total 38 194 97 329 62 851 38 951 72 105 45 222 85 1148 29 1262 2764 05:00 PM 17 45 21 83 15 199 8 222 20 36 18 74 17 298 7 322 701 05:15 PM 7 52 30 89 17 213 10 240 26 29 23 78 31 347 17 395 802 05:30 PM 6 57 17 80 9 164 1 174 15 33 6 54 17 253 9 279 587 05:45 PM 13 34 20 67 16 163 7 186 8 29 14 51 13 255 3 271 575 Total 43 188 88 319 57 739 26 822 69 127 61 257 78 1153 36 1267 2665 Grand Total 81 382 185 648 119 1590 64 1773 141 232 106 479 163 2301 65 2529 5429 Apprch % 12.5 59 28.5 6.7 89.7 3.6 29.4 48.4 22.1 6.4 91 2.6 Total % 1.5 7 3.4 11.9 2.2 29.3 1.2 32.7 2.6 4.3 2 8.8 3 42.4 1.2 46.6 Inglewood Avenue Southbound Manchester Boulevard Westbound Inglewood Avenue Northbound Manchester Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 11 59 22 92 14 214 12 240 19 28 9 56 33 287 7 327 715 04:45 PM 8 50 17 75 14 204 8 226 19 30 18 67 16 275 12 303 671 05:00 PM 17 45 21 83 15 199 8 222 20 36 18 74 17 298 7 322 701 05:15 PM 7 52 30 89 17 213 10 240 26 29 23 78 31 347 17 395 802 Total Volume 43 206 90 339 60 830 38 928 84 123 68 275 97 1207 43 1347 2889 % App. Total 12.7 60.8 26.5 6.5 89.4 4.1 30.5 44.7 24.7 7.2 89.6 3.2 PHF.632.873.750.921.882.970.792.967.808.854.739.881.735.870.632.853.901

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Inglewood Avenue E/W: Manchester Boulevard Weather: Clear File Name : IWDINMAPM Site Code : 04216231 Start Date : 4/21/2016 Page No : 2 Inglewood Avenue Out In Total 258 339 597 90 Right 206 Thru 43 Left Peak Hour Data Manchester Boulevard Out In Total 1004 1347 2351 97 Left 1207 Thru 43 Right Peak Hour Begins at 04:30 PM Total Volume North 38 830 60 Right Thru Left Out In Total 1318 928 2246 Manchester Boulevard Left 84 Thru 123 Right 68 309 275 584 Out In Total Inglewood Avenue Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:00 PM 04:30 PM 04:30 PM +0 mins. 11 59 22 92 17 221 9 247 19 28 9 56 33 287 7 327 +15 mins. 8 50 17 75 17 212 9 238 19 30 18 67 16 275 12 303 +30 mins. 17 45 21 83 14 214 12 240 20 36 18 74 17 298 7 322 +45 mins. 7 52 30 89 14 204 8 226 26 29 23 78 31 347 17 395 Total Volume 43 206 90 339 62 851 38 951 84 123 68 275 97 1207 43 1347 % App. Total 12.7 60.8 26.5 6.5 89.5 4 30.5 44.7 24.7 7.2 89.6 3.2 PHF.632.873.750.921.912.963.792.963.808.854.739.881.735.870.632.853

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Eucalyptus Avenue E/W: Florence Avenue Weather: Clear File Name : IWDEUFLAM Site Code : 04216231 Start Date : 4/21/2016 Page No : 1 Groups Printed- Total Volume Eucalyptus Avenue Southbound Florence Avenue Westbound Eucalyptus Avenue Northbound Florence Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 8 29 52 89 7 259 16 282 7 67 4 78 56 116 3 175 624 07:15 AM 13 48 86 147 12 292 24 328 8 81 8 97 40 126 1 167 739 07:30 AM 17 58 84 159 7 261 20 288 8 96 4 108 56 145 3 204 759 07:45 AM 10 88 102 200 15 213 23 251 0 98 3 101 48 160 7 215 767 Total 48 223 324 595 41 1025 83 1149 23 342 19 384 200 547 14 761 2889 08:00 AM 12 84 84 180 10 246 20 276 5 97 5 107 53 179 11 243 806 08:15 AM 13 59 81 153 7 213 15 235 5 105 4 114 63 174 3 240 742 08:30 AM 10 49 63 122 4 223 24 251 5 77 8 90 74 174 4 252 715 08:45 AM 7 50 86 143 8 189 11 208 1 76 12 89 46 166 2 214 654 Total 42 242 314 598 29 871 70 970 16 355 29 400 236 693 20 949 2917 Grand Total 90 465 638 1193 70 1896 153 2119 39 697 48 784 436 1240 34 1710 5806 Apprch % 7.5 39 53.5 3.3 89.5 7.2 5 88.9 6.1 25.5 72.5 2 Total % 1.6 8 11 20.5 1.2 32.7 2.6 36.5 0.7 12 0.8 13.5 7.5 21.4 0.6 29.5 Eucalyptus Avenue Southbound Florence Avenue Westbound Eucalyptus Avenue Northbound Florence Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 17 58 84 159 7 261 20 288 8 96 4 108 56 145 3 204 759 07:45 AM 10 88 102 200 15 213 23 251 0 98 3 101 48 160 7 215 767 08:00 AM 12 84 84 180 10 246 20 276 5 97 5 107 53 179 11 243 806 08:15 AM 13 59 81 153 7 213 15 235 5 105 4 114 63 174 3 240 742 Total Volume 52 289 351 692 39 933 78 1050 18 396 16 430 220 658 24 902 3074 % App. Total 7.5 41.8 50.7 3.7 88.9 7.4 4.2 92.1 3.7 24.4 72.9 2.7 PHF.765.821.860.865.650.894.848.911.563.943.800.943.873.919.545.928.953

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Eucalyptus Avenue E/W: Florence Avenue Weather: Clear File Name : IWDEUFLAM Site Code : 04216231 Start Date : 4/21/2016 Page No : 2 Eucalyptus Avenue Out In Total 694 692 1386 351 Right 289 Thru 52 Left Peak Hour Data Florence Avenue Out In Total 1302 902 2204 220 Left 658 Thru 24 Right Peak Hour Begins at 07:30 AM Total Volume North 78 933 39 Right Thru Left Out In Total 726 1050 1776 Florence Avenue Left 18 Thru 396 Right 16 352 430 782 Out In Total Eucalyptus Avenue Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:00 AM 07:30 AM 07:45 AM +0 mins. 17 58 84 159 7 259 16 282 8 96 4 108 48 160 7 215 +15 mins. 10 88 102 200 12 292 24 328 0 98 3 101 53 179 11 243 +30 mins. 12 84 84 180 7 261 20 288 5 97 5 107 63 174 3 240 +45 mins. 13 59 81 153 15 213 23 251 5 105 4 114 74 174 4 252 Total Volume 52 289 351 692 41 1025 83 1149 18 396 16 430 238 687 25 950 % App. Total 7.5 41.8 50.7 3.6 89.2 7.2 4.2 92.1 3.7 25.1 72.3 2.6 PHF.765.821.860.865.683.878.865.876.563.943.800.943.804.959.568.942

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Eucalyptus Avenue E/W: Florence Avenue Weather: Clear File Name : IWDEUFLPM Site Code : 04216231 Start Date : 4/21/2016 Page No : 1 Groups Printed- Total Volume Eucalyptus Avenue Southbound Florence Avenue Westbound Eucalyptus Avenue Northbound Florence Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 20 80 77 177 12 119 3 134 3 51 6 60 78 252 8 338 709 04:15 PM 17 75 75 167 10 93 10 113 3 40 9 52 66 280 10 356 688 04:30 PM 22 95 87 204 8 101 6 115 4 52 12 68 92 284 6 382 769 04:45 PM 31 88 71 190 6 122 10 138 2 49 5 56 109 268 8 385 769 Total 90 338 310 738 36 435 29 500 12 192 32 236 345 1084 32 1461 2935 05:00 PM 15 85 61 161 13 119 12 144 1 60 4 65 93 261 7 361 731 05:15 PM 17 87 63 167 8 108 10 126 1 60 5 66 85 272 8 365 724 05:30 PM 29 90 81 200 12 123 10 145 1 62 3 66 96 278 6 380 791 05:45 PM 24 87 67 178 8 101 11 120 0 58 4 62 83 311 8 402 762 Total 85 349 272 706 41 451 43 535 3 240 16 259 357 1122 29 1508 3008 Grand Total 175 687 582 1444 77 886 72 1035 15 432 48 495 702 2206 61 2969 5943 Apprch % 12.1 47.6 40.3 7.4 85.6 7 3 87.3 9.7 23.6 74.3 2.1 Total % 2.9 11.6 9.8 24.3 1.3 14.9 1.2 17.4 0.3 7.3 0.8 8.3 11.8 37.1 1 50 Eucalyptus Avenue Southbound Florence Avenue Westbound Eucalyptus Avenue Northbound Florence Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 31 88 71 190 6 122 10 138 2 49 5 56 109 268 8 385 769 05:00 PM 15 85 61 161 13 119 12 144 1 60 4 65 93 261 7 361 731 05:15 PM 17 87 63 167 8 108 10 126 1 60 5 66 85 272 8 365 724 05:30 PM 29 90 81 200 12 123 10 145 1 62 3 66 96 278 6 380 791 Total Volume 92 350 276 718 39 472 42 553 5 231 17 253 383 1079 29 1491 3015 % App. Total 12.8 48.7 38.4 7.1 85.4 7.6 2 91.3 6.7 25.7 72.4 1.9 PHF.742.972.852.898.750.959.875.953.625.931.850.958.878.970.906.968.953

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Eucalyptus Avenue E/W: Florence Avenue Weather: Clear File Name : IWDEUFLPM Site Code : 04216231 Start Date : 4/21/2016 Page No : 2 Eucalyptus Avenue Out In Total 656 718 1374 276 Right 350 Thru 92 Left Peak Hour Data Florence Avenue Out In Total 753 1491 2244 383 Left 1079 Thru 29 Right Peak Hour Begins at 04:45 PM Total Volume North 42 472 39 Right Thru Left Out In Total 1188 553 1741 Florence Avenue Left 5 Thru 231 Right 17 418 253 671 Out In Total Eucalyptus Avenue Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:45 PM 05:00 PM 05:00 PM +0 mins. 20 80 77 177 6 122 10 138 1 60 4 65 93 261 7 361 +15 mins. 17 75 75 167 13 119 12 144 1 60 5 66 85 272 8 365 +30 mins. 22 95 87 204 8 108 10 126 1 62 3 66 96 278 6 380 +45 mins. 31 88 71 190 12 123 10 145 0 58 4 62 83 311 8 402 Total Volume 90 338 310 738 39 472 42 553 3 240 16 259 357 1122 29 1508 % App. Total 12.2 45.8 42 7.1 85.4 7.6 1.2 92.7 6.2 23.7 74.4 1.9 PHF.726.889.891.904.750.959.875.953.750.968.800.981.930.902.906.938

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Fir Avenue E/W: Florence Avenue Weather: Clear File Name : IWDFIFLAM Site Code : 04216231 Start Date : 4/21/2016 Page No : 1 Groups Printed- Total Volume Fir Avenue Southbound Florence Avenue Westbound Fir Avenue Northbound Florence Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 8 26 34 5 262 2 269 22 22 5 49 13 96 7 116 468 07:15 AM 2 19 31 52 7 292 4 303 24 30 8 62 18 139 9 166 583 07:30 AM 2 37 24 63 30 240 4 274 10 38 9 57 18 144 8 170 564 07:45 AM 3 59 22 84 27 229 4 260 11 42 10 63 17 168 12 197 604 Total 7 123 103 233 69 1023 14 1106 67 132 32 231 66 547 36 649 2219 08:00 AM 4 56 26 86 11 225 4 240 12 61 13 86 17 179 18 214 626 08:15 AM 4 25 22 51 14 225 7 246 7 38 11 56 27 167 11 205 558 08:30 AM 2 11 24 37 6 210 0 216 13 21 8 42 15 154 8 177 472 08:45 AM 0 18 19 37 7 190 3 200 9 17 9 35 20 139 7 166 438 Total 10 110 91 211 38 850 14 902 41 137 41 219 79 639 44 762 2094 Grand Total 17 233 194 444 107 1873 28 2008 108 269 73 450 145 1186 80 1411 4313 Apprch % 3.8 52.5 43.7 5.3 93.3 1.4 24 59.8 16.2 10.3 84.1 5.7 Total % 0.4 5.4 4.5 10.3 2.5 43.4 0.6 46.6 2.5 6.2 1.7 10.4 3.4 27.5 1.9 32.7 Fir Avenue Southbound Florence Avenue Westbound Fir Avenue Northbound Florence Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 2 19 31 52 7 292 4 303 24 30 8 62 18 139 9 166 583 07:30 AM 2 37 24 63 30 240 4 274 10 38 9 57 18 144 8 170 564 07:45 AM 3 59 22 84 27 229 4 260 11 42 10 63 17 168 12 197 604 08:00 AM 4 56 26 86 11 225 4 240 12 61 13 86 17 179 18 214 626 Total Volume 11 171 103 285 75 986 16 1077 57 171 40 268 70 630 47 747 2377 % App. Total 3.9 60 36.1 7 91.6 1.5 21.3 63.8 14.9 9.4 84.3 6.3 PHF.688.725.831.828.625.844 1.00.889.594.701.769.779.972.880.653.873.949

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Fir Avenue E/W: Florence Avenue Weather: Clear File Name : IWDFIFLAM Site Code : 04216231 Start Date : 4/21/2016 Page No : 2 Fir Avenue Out In Total 257 285 542 103 Right 171 Thru 11 Left Peak Hour Data Florence Avenue Out In Total 1146 747 1893 70 Left 630 Thru 47 Right Peak Hour Begins at 07:15 AM Total Volume North 16 986 75 Right Thru Left Out In Total 681 1077 1758 Florence Avenue Left 57 Thru 171 Right 40 293 268 561 Out In Total Fir Avenue Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:00 AM 07:15 AM 07:45 AM +0 mins. 2 19 31 52 5 262 2 269 24 30 8 62 17 168 12 197 +15 mins. 2 37 24 63 7 292 4 303 10 38 9 57 17 179 18 214 +30 mins. 3 59 22 84 30 240 4 274 11 42 10 63 27 167 11 205 +45 mins. 4 56 26 86 27 229 4 260 12 61 13 86 15 154 8 177 Total Volume 11 171 103 285 69 1023 14 1106 57 171 40 268 76 668 49 793 % App. Total 3.9 60 36.1 6.2 92.5 1.3 21.3 63.8 14.9 9.6 84.2 6.2 PHF.688.725.831.828.575.876.875.913.594.701.769.779.704.933.681.926

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Fir Avenue E/W: Florence Avenue Weather: Clear File Name : IWDFIFLPM Site Code : 04216231 Start Date : 4/21/2016 Page No : 1 Groups Printed- Total Volume Fir Avenue Southbound Florence Avenue Westbound Fir Avenue Northbound Florence Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 19 22 41 3 108 2 113 9 16 13 38 25 256 12 293 485 04:15 PM 4 21 15 40 7 120 3 130 3 20 7 30 22 265 5 292 492 04:30 PM 4 25 14 43 7 116 3 126 8 35 3 46 19 268 13 300 515 04:45 PM 1 22 21 44 8 114 3 125 7 15 6 28 35 252 9 296 493 Total 9 87 72 168 25 458 11 494 27 86 29 142 101 1041 39 1181 1985 05:00 PM 8 24 21 53 6 102 2 110 5 18 11 34 31 246 20 297 494 05:15 PM 3 29 16 48 2 93 3 98 5 18 6 29 25 244 13 282 457 05:30 PM 3 35 12 50 6 112 1 119 9 23 7 39 27 255 15 297 505 05:45 PM 1 21 18 40 11 101 1 113 5 18 5 28 26 272 17 315 496 Total 15 109 67 191 25 408 7 440 24 77 29 130 109 1017 65 1191 1952 Grand Total 24 196 139 359 50 866 18 934 51 163 58 272 210 2058 104 2372 3937 Apprch % 6.7 54.6 38.7 5.4 92.7 1.9 18.8 59.9 21.3 8.9 86.8 4.4 Total % 0.6 5 3.5 9.1 1.3 22 0.5 23.7 1.3 4.1 1.5 6.9 5.3 52.3 2.6 60.2 Fir Avenue Southbound Florence Avenue Westbound Fir Avenue Northbound Florence Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 4 21 15 40 7 120 3 130 3 20 7 30 22 265 5 292 492 04:30 PM 4 25 14 43 7 116 3 126 8 35 3 46 19 268 13 300 515 04:45 PM 1 22 21 44 8 114 3 125 7 15 6 28 35 252 9 296 493 05:00 PM 8 24 21 53 6 102 2 110 5 18 11 34 31 246 20 297 494 Total Volume 17 92 71 180 28 452 11 491 23 88 27 138 107 1031 47 1185 1994 % App. Total 9.4 51.1 39.4 5.7 92.1 2.2 16.7 63.8 19.6 9 87 4 PHF.531.920.845.849.875.942.917.944.719.629.614.750.764.962.588.988.968

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Fir Avenue E/W: Florence Avenue Weather: Clear File Name : IWDFIFLPM Site Code : 04216231 Start Date : 4/21/2016 Page No : 2 Fir Avenue Out In Total 206 180 386 71 Right 92 Thru 17 Left Peak Hour Data Florence Avenue Out In Total 546 1185 1731 107 Left 1031 Thru 47 Right Peak Hour Begins at 04:15 PM Total Volume North 11 452 28 Right Thru Left Out In Total 1075 491 1566 Florence Avenue Left 23 Thru 88 Right 27 167 138 305 Out In Total Fir Avenue Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:00 PM 04:00 PM 05:00 PM +0 mins. 1 22 21 44 3 108 2 113 9 16 13 38 31 246 20 297 +15 mins. 8 24 21 53 7 120 3 130 3 20 7 30 25 244 13 282 +30 mins. 3 29 16 48 7 116 3 126 8 35 3 46 27 255 15 297 +45 mins. 3 35 12 50 8 114 3 125 7 15 6 28 26 272 17 315 Total Volume 15 110 70 195 25 458 11 494 27 86 29 142 109 1017 65 1191 % App. Total 7.7 56.4 35.9 5.1 92.7 2.2 19 60.6 20.4 9.2 85.4 5.5 PHF.469.786.833.920.781.954.917.950.750.614.558.772.879.935.813.945

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: La Brea Avenue E/W: Beach Avenue Weather: Clear File Name : IWDLBBEAM Site Code : 04216231 Start Date : 4/21/2016 Page No : 1 Groups Printed- Total Volume La Brea Avenue Southbound Beach Avenue Westbound La Brea Avenue Northbound Beach Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 5 93 3 101 13 9 10 32 6 269 6 281 1 4 3 8 422 07:15 AM 8 138 6 152 9 23 20 52 11 209 6 226 0 4 7 11 441 07:30 AM 6 186 4 196 20 22 19 61 11 243 13 267 4 8 7 19 543 07:45 AM 7 191 5 203 27 40 11 78 25 260 7 292 1 9 12 22 595 Total 26 608 18 652 69 94 60 223 53 981 32 1066 6 25 29 60 2001 08:00 AM 17 233 13 263 25 36 19 80 15 254 16 285 5 12 12 29 657 08:15 AM 10 173 1 184 14 16 8 38 13 261 6 280 5 10 10 25 527 08:30 AM 6 187 4 197 25 17 11 53 15 234 10 259 2 8 8 18 527 08:45 AM 11 183 1 195 15 9 8 32 11 225 14 250 4 8 11 23 500 Total 44 776 19 839 79 78 46 203 54 974 46 1074 16 38 41 95 2211 Grand Total 70 1384 37 1491 148 172 106 426 107 1955 78 2140 22 63 70 155 4212 Apprch % 4.7 92.8 2.5 34.7 40.4 24.9 5 91.4 3.6 14.2 40.6 45.2 Total % 1.7 32.9 0.9 35.4 3.5 4.1 2.5 10.1 2.5 46.4 1.9 50.8 0.5 1.5 1.7 3.7 La Brea Avenue Southbound Beach Avenue Westbound La Brea Avenue Northbound Beach Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 6 186 4 196 20 22 19 61 11 243 13 267 4 8 7 19 543 07:45 AM 7 191 5 203 27 40 11 78 25 260 7 292 1 9 12 22 595 08:00 AM 17 233 13 263 25 36 19 80 15 254 16 285 5 12 12 29 657 08:15 AM 10 173 1 184 14 16 8 38 13 261 6 280 5 10 10 25 527 Total Volume 40 783 23 846 86 114 57 257 64 1018 42 1124 15 39 41 95 2322 % App. Total 4.7 92.6 2.7 33.5 44.4 22.2 5.7 90.6 3.7 15.8 41.1 43.2 PHF.588.840.442.804.796.713.750.803.640.975.656.962.750.813.854.819.884

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: La Brea Avenue E/W: Beach Avenue Weather: Clear File Name : IWDLBBEAM Site Code : 04216231 Start Date : 4/21/2016 Page No : 2 La Brea Avenue Out In Total 1090 846 1936 23 Right 783 Thru 40 Left Peak Hour Data Beach Avenue Out In Total 201 95 296 15 Left 39 Thru 41 Right Peak Hour Begins at 07:30 AM Total Volume North 57 114 86 Right Thru Left Out In Total 121 257 378 Beach Avenue Left 64 Thru 1018 Right 42 910 1124 2034 Out In Total La Brea Avenue Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:15 AM 07:30 AM 07:30 AM +0 mins. 7 191 5 203 9 23 20 52 11 243 13 267 4 8 7 19 +15 mins. 17 233 13 263 20 22 19 61 25 260 7 292 1 9 12 22 +30 mins. 10 173 1 184 27 40 11 78 15 254 16 285 5 12 12 29 +45 mins. 6 187 4 197 25 36 19 80 13 261 6 280 5 10 10 25 Total Volume 40 784 23 847 81 121 69 271 64 1018 42 1124 15 39 41 95 % App. Total 4.7 92.6 2.7 29.9 44.6 25.5 5.7 90.6 3.7 15.8 41.1 43.2 PHF.588.841.442.805.750.756.863.847.640.975.656.962.750.813.854.819

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: La Brea Avenue E/W: Beach Avenue Weather: Clear File Name : IWDLBBEPM Site Code : 04216231 Start Date : 4/21/2016 Page No : 1 Groups Printed- Total Volume La Brea Avenue Southbound Beach Avenue Westbound La Brea Avenue Northbound Beach Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 11 272 11 294 23 17 8 48 6 195 18 219 9 17 17 43 604 04:15 PM 8 262 10 280 21 21 9 51 13 183 14 210 8 25 13 46 587 04:30 PM 10 244 8 262 20 22 6 48 15 185 11 211 8 29 14 51 572 04:45 PM 17 280 10 307 23 22 4 49 12 185 9 206 7 16 19 42 604 Total 46 1058 39 1143 87 82 27 196 46 748 52 846 32 87 63 182 2367 05:00 PM 15 287 7 309 19 21 12 52 11 213 11 235 5 29 17 51 647 05:15 PM 12 258 7 277 28 7 9 44 20 211 14 245 2 31 20 53 619 05:30 PM 28 296 10 334 27 13 10 50 14 181 10 205 3 24 15 42 631 05:45 PM 10 287 3 300 26 24 8 58 11 198 18 227 2 20 12 34 619 Total 65 1128 27 1220 100 65 39 204 56 803 53 912 12 104 64 180 2516 Grand Total 111 2186 66 2363 187 147 66 400 102 1551 105 1758 44 191 127 362 4883 Apprch % 4.7 92.5 2.8 46.8 36.8 16.5 5.8 88.2 6 12.2 52.8 35.1 Total % 2.3 44.8 1.4 48.4 3.8 3 1.4 8.2 2.1 31.8 2.2 36 0.9 3.9 2.6 7.4 La Brea Avenue Southbound Beach Avenue Westbound La Brea Avenue Northbound Beach Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 15 287 7 309 19 21 12 52 11 213 11 235 5 29 17 51 647 05:15 PM 12 258 7 277 28 7 9 44 20 211 14 245 2 31 20 53 619 05:30 PM 28 296 10 334 27 13 10 50 14 181 10 205 3 24 15 42 631 05:45 PM 10 287 3 300 26 24 8 58 11 198 18 227 2 20 12 34 619 Total Volume 65 1128 27 1220 100 65 39 204 56 803 53 912 12 104 64 180 2516 % App. Total 5.3 92.5 2.2 49 31.9 19.1 6.1 88 5.8 6.7 57.8 35.6 PHF.580.953.675.913.893.677.813.879.700.942.736.931.600.839.800.849.972

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: La Brea Avenue E/W: Beach Avenue Weather: Clear File Name : IWDLBBEPM Site Code : 04216231 Start Date : 4/21/2016 Page No : 2 La Brea Avenue Out In Total 854 1220 2074 27 Right 1128 Thru 65 Left Peak Hour Data Beach Avenue Out In Total 148 180 328 12 Left 104 Thru 64 Right Peak Hour Begins at 05:00 PM Total Volume North 39 65 100 Right Thru Left Out In Total 222 204 426 Beach Avenue Left 56 Thru 803 Right 53 1292 912 2204 Out In Total La Brea Avenue Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 05:00 PM 05:00 PM 04:30 PM +0 mins. 17 280 10 307 19 21 12 52 11 213 11 235 8 29 14 51 +15 mins. 15 287 7 309 28 7 9 44 20 211 14 245 7 16 19 42 +30 mins. 12 258 7 277 27 13 10 50 14 181 10 205 5 29 17 51 +45 mins. 28 296 10 334 26 24 8 58 11 198 18 227 2 31 20 53 Total Volume 72 1121 34 1227 100 65 39 204 56 803 53 912 22 105 70 197 % App. Total 5.9 91.4 2.8 49 31.9 19.1 6.1 88 5.8 11.2 53.3 35.5 PHF.643.947.850.918.893.677.813.879.700.942.736.931.688.847.875.929

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Hillcrest Boulevard E/W: Manchester Boulevard Weather: Clear File Name : IWDHIMAAM Site Code : 04216231 Start Date : 4/21/2016 Page No : 1 Groups Printed- Total Volume Hillcrest Boulevard Southbound Manchester Boulevard Westbound Hillcrest Boulevard Northbound Manchester Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 7 23 17 47 21 269 17 307 8 25 7 40 6 87 1 94 488 07:15 AM 11 25 22 58 20 273 25 318 14 42 11 67 6 108 0 114 557 07:30 AM 10 41 17 68 25 259 27 311 11 49 12 72 5 127 3 135 586 07:45 AM 17 69 20 106 39 251 30 320 17 74 19 110 13 152 3 168 704 Total 45 158 76 279 105 1052 99 1256 50 190 49 289 30 474 7 511 2335 08:00 AM 12 55 26 93 41 276 36 353 16 61 16 93 14 167 6 187 726 08:15 AM 16 34 20 70 26 248 20 294 12 63 16 91 14 183 4 201 656 08:30 AM 10 24 16 50 21 251 16 288 10 43 11 64 7 132 8 147 549 08:45 AM 19 29 19 67 9 229 12 250 14 39 8 61 21 114 5 140 518 Total 57 142 81 280 97 1004 84 1185 52 206 51 309 56 596 23 675 2449 Grand Total 102 300 157 559 202 2056 183 2441 102 396 100 598 86 1070 30 1186 4784 Apprch % 18.2 53.7 28.1 8.3 84.2 7.5 17.1 66.2 16.7 7.3 90.2 2.5 Total % 2.1 6.3 3.3 11.7 4.2 43 3.8 51 2.1 8.3 2.1 12.5 1.8 22.4 0.6 24.8 Hillcrest Boulevard Southbound Manchester Boulevard Westbound Hillcrest Boulevard Northbound Manchester Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 10 41 17 68 25 259 27 311 11 49 12 72 5 127 3 135 586 07:45 AM 17 69 20 106 39 251 30 320 17 74 19 110 13 152 3 168 704 08:00 AM 12 55 26 93 41 276 36 353 16 61 16 93 14 167 6 187 726 08:15 AM 16 34 20 70 26 248 20 294 12 63 16 91 14 183 4 201 656 Total Volume 55 199 83 337 131 1034 113 1278 56 247 63 366 46 629 16 691 2672 % App. Total 16.3 59.1 24.6 10.3 80.9 8.8 15.3 67.5 17.2 6.7 91 2.3 PHF.809.721.798.795.799.937.785.905.824.834.829.832.821.859.667.859.920

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Hillcrest Boulevard E/W: Manchester Boulevard Weather: Clear File Name : IWDHIMAAM Site Code : 04216231 Start Date : 4/21/2016 Page No : 2 Hillcrest Boulevard Out In Total 406 337 743 83 Right 199 Thru 55 Left Peak Hour Data Manchester Boulevard Out In Total 1173 691 1864 46 Left 629 Thru 16 Right Peak Hour Begins at 07:30 AM Total Volume North 113 1034 131 Right Thru Left Out In Total 747 1278 2025 Manchester Boulevard Left 56 Thru 247 Right 63 346 366 712 Out In Total Hillcrest Boulevard Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:15 AM 07:30 AM 07:45 AM +0 mins. 10 41 17 68 20 273 25 318 11 49 12 72 13 152 3 168 +15 mins. 17 69 20 106 25 259 27 311 17 74 19 110 14 167 6 187 +30 mins. 12 55 26 93 39 251 30 320 16 61 16 93 14 183 4 201 +45 mins. 16 34 20 70 41 276 36 353 12 63 16 91 7 132 8 147 Total Volume 55 199 83 337 125 1059 118 1302 56 247 63 366 48 634 21 703 % App. Total 16.3 59.1 24.6 9.6 81.3 9.1 15.3 67.5 17.2 6.8 90.2 3 PHF.809.721.798.795.762.959.819.922.824.834.829.832.857.866.656.874

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Hillcrest Boulevard E/W: Manchester Boulevard Weather: Clear File Name : IWDHIMAPM Site Code : 04216231 Start Date : 4/21/2016 Page No : 1 Groups Printed- Total Volume Hillcrest Boulevard Southbound Manchester Boulevard Westbound Hillcrest Boulevard Northbound Manchester Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 20 31 10 61 13 186 8 207 11 39 21 71 11 294 10 315 654 04:15 PM 18 29 18 65 12 166 7 185 15 48 33 96 7 301 9 317 663 04:30 PM 17 29 9 55 11 182 18 211 15 39 22 76 12 294 5 311 653 04:45 PM 25 59 13 97 13 164 17 194 11 53 30 94 13 302 11 326 711 Total 80 148 50 278 49 698 50 797 52 179 106 337 43 1191 35 1269 2681 05:00 PM 14 39 13 66 19 152 19 190 13 49 25 87 14 312 8 334 677 05:15 PM 18 43 21 82 12 153 10 175 14 57 32 103 18 321 6 345 705 05:30 PM 22 50 9 81 17 165 17 199 14 53 28 95 8 287 9 304 679 05:45 PM 26 52 12 90 18 176 11 205 21 46 43 110 17 308 5 330 735 Total 80 184 55 319 66 646 57 769 62 205 128 395 57 1228 28 1313 2796 Grand Total 160 332 105 597 115 1344 107 1566 114 384 234 732 100 2419 63 2582 5477 Apprch % 26.8 55.6 17.6 7.3 85.8 6.8 15.6 52.5 32 3.9 93.7 2.4 Total % 2.9 6.1 1.9 10.9 2.1 24.5 2 28.6 2.1 7 4.3 13.4 1.8 44.2 1.2 47.1 Hillcrest Boulevard Southbound Manchester Boulevard Westbound Hillcrest Boulevard Northbound Manchester Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 14 39 13 66 19 152 19 190 13 49 25 87 14 312 8 334 677 05:15 PM 18 43 21 82 12 153 10 175 14 57 32 103 18 321 6 345 705 05:30 PM 22 50 9 81 17 165 17 199 14 53 28 95 8 287 9 304 679 05:45 PM 26 52 12 90 18 176 11 205 21 46 43 110 17 308 5 330 735 Total Volume 80 184 55 319 66 646 57 769 62 205 128 395 57 1228 28 1313 2796 % App. Total 25.1 57.7 17.2 8.6 84 7.4 15.7 51.9 32.4 4.3 93.5 2.1 PHF.769.885.655.886.868.918.750.938.738.899.744.898.792.956.778.951.951

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: Hillcrest Boulevard E/W: Manchester Boulevard Weather: Clear File Name : IWDHIMAPM Site Code : 04216231 Start Date : 4/21/2016 Page No : 2 Hillcrest Boulevard Out In Total 319 319 638 55 Right 184 Thru 80 Left Peak Hour Data Manchester Boulevard Out In Total 763 1313 2076 57 Left 1228 Thru 28 Right Peak Hour Begins at 05:00 PM Total Volume North 57 646 66 Right Thru Left Out In Total 1436 769 2205 Manchester Boulevard Left 62 Thru 205 Right 128 278 395 673 Out In Total Hillcrest Boulevard Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:00 PM 05:00 PM 04:30 PM +0 mins. 25 59 13 97 13 186 8 207 13 49 25 87 12 294 5 311 +15 mins. 14 39 13 66 12 166 7 185 14 57 32 103 13 302 11 326 +30 mins. 18 43 21 82 11 182 18 211 14 53 28 95 14 312 8 334 +45 mins. 22 50 9 81 13 164 17 194 21 46 43 110 18 321 6 345 Total Volume 79 191 56 326 49 698 50 797 62 205 128 395 57 1229 30 1316 % App. Total 24.2 58.6 17.2 6.1 87.6 6.3 15.7 51.9 32.4 4.3 93.4 2.3 PHF.790.809.667.840.942.938.694.944.738.899.744.898.792.957.682.954

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: West Boulevard E/W: Redondo Boulevard Weather: Clear File Name : IWDWEREAM Site Code : 04216231 Start Date : 4/28/2016 Page No : 1 Groups Printed- Total Volume West Boulevard Southbound West Boulevard Northbound Redondo Boulevard Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 151 3 154 9 136 145 6 7 13 312 07:15 AM 167 6 173 9 199 208 7 13 20 401 07:30 AM 198 2 200 14 174 188 2 8 10 398 07:45 AM 244 11 255 23 215 238 5 14 19 512 Total 760 22 782 55 724 779 20 42 62 1623 08:00 AM 185 8 193 15 208 223 3 15 18 434 08:15 AM 162 6 168 17 184 201 5 10 15 384 08:30 AM 154 4 158 13 134 147 4 15 19 324 08:45 AM 160 6 166 15 144 159 1 21 22 347 Total 661 24 685 60 670 730 13 61 74 1489 Grand Total 1421 46 1467 115 1394 1509 33 103 136 3112 Apprch % 96.9 3.1 7.6 92.4 24.3 75.7 Total % 45.7 1.5 47.1 3.7 44.8 48.5 1.1 3.3 4.4 West Boulevard Southbound West Boulevard Northbound Redondo Boulevard Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 167 6 173 9 199 208 7 13 20 401 07:30 AM 198 2 200 14 174 188 2 8 10 398 07:45 AM 244 11 255 23 215 238 5 14 19 512 08:00 AM 185 8 193 15 208 223 3 15 18 434 Total Volume 794 27 821 61 796 857 17 50 67 1745 % App. Total 96.7 3.3 7.1 92.9 25.4 74.6 PHF.814.614.805.663.926.900.607.833.838.852

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: West Boulevard E/W: Redondo Boulevard Weather: Clear File Name : IWDWEREAM Site Code : 04216231 Start Date : 4/28/2016 Page No : 2 West Boulevard Out In Total 813 821 1634 27 Right 794 Thru Peak Hour Data Redondo Boulevard Out In Total 88 67 155 17 Left 50 Right Peak Hour Begins at 07:15 AM Total Volume North Left 61 Thru 796 844 857 1701 Out In Total West Boulevard Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 08:00 AM +0 mins. 167 6 173 9 199 208 3 15 18 +15 mins. 198 2 200 14 174 188 5 10 15 +30 mins. 244 11 255 23 215 238 4 15 19 +45 mins. 185 8 193 15 208 223 1 21 22 Total Volume 794 27 821 61 796 857 13 61 74 % App. Total 96.7 3.3 7.1 92.9 17.6 82.4 PHF.814.614.805.663.926.900.650.726.841

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: West Boulevard E/W: Redondo Boulevard Weather: Clear File Name : IWDWEREPM Site Code : 04216231 Start Date : 4/28/2016 Page No : 1 Groups Printed- Total Volume West Boulevard Southbound West Boulevard Northbound Redondo Boulevard Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 181 8 189 15 122 137 12 23 35 361 04:15 PM 220 3 223 7 148 155 7 13 20 398 04:30 PM 213 3 216 4 138 142 8 17 25 383 04:45 PM 216 5 221 7 161 168 5 12 17 406 Total 830 19 849 33 569 602 32 65 97 1548 05:00 PM 213 7 220 9 162 171 5 11 16 407 05:15 PM 220 1 221 13 141 154 4 14 18 393 05:30 PM 195 6 201 12 157 169 2 13 15 385 05:45 PM 190 4 194 3 132 135 2 10 12 341 Total 818 18 836 37 592 629 13 48 61 1526 Grand Total 1648 37 1685 70 1161 1231 45 113 158 3074 Apprch % 97.8 2.2 5.7 94.3 28.5 71.5 Total % 53.6 1.2 54.8 2.3 37.8 40 1.5 3.7 5.1 West Boulevard Southbound West Boulevard Northbound Redondo Boulevard Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 220 3 223 7 148 155 7 13 20 398 04:30 PM 213 3 216 4 138 142 8 17 25 383 04:45 PM 216 5 221 7 161 168 5 12 17 406 05:00 PM 213 7 220 9 162 171 5 11 16 407 Total Volume 862 18 880 27 609 636 25 53 78 1594 % App. Total 98 2 4.2 95.8 32.1 67.9 PHF.980.643.987.750.940.930.781.779.780.979

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: West Boulevard E/W: Redondo Boulevard Weather: Clear File Name : IWDWEREPM Site Code : 04216231 Start Date : 4/28/2016 Page No : 2 West Boulevard Out In Total 634 880 1514 18 Right 862 Thru Peak Hour Data Redondo Boulevard Out In Total 45 78 123 25 Left 53 Right Peak Hour Begins at 04:15 PM Total Volume North Left 27 Thru 609 915 636 1551 Out In Total West Boulevard Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:45 PM 04:00 PM +0 mins. 220 3 223 7 161 168 12 23 35 +15 mins. 213 3 216 9 162 171 7 13 20 +30 mins. 216 5 221 13 141 154 8 17 25 +45 mins. 213 7 220 12 157 169 5 12 17 Total Volume 862 18 880 41 621 662 32 65 97 % App. Total 98 2 6.2 93.8 33 67 PHF.980.643.987.788.958.968.667.707.693

File Name: C:\Users\Rachel\Desktop\184-15092\IWDCRMAAM.PPD Start Date: 3/5/2015 Start Time: 7:00:00 AM Site Code: 18415092 Comment 1: City of Inglewood Comment 2: N/S: Crenshaw Boulevard Comment 3: E/W: Manchester Avenue Comment 4: Weather: Clear Crenshaw Boulevard Manchester Avenue Crenshaw Boulevard Manchester Avenue Southbound Westbound Northbound Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total Peak Hour Vols PHF 07:00 AM 32 102 4 56 291 46 36 154 39 11 113 14 898 07:15 AM 46 152 8 33 351 48 40 172 39 14 138 15 1056 07:30 AM 43 180 11 57 290 40 50 161 34 31 159 20 1076 07:45 AM 40 202 4 67 317 46 55 161 33 26 198 35 1184 4214 08:00 AM 48 155 4 56 303 42 44 123 31 19 175 9 1009 4325 08:15 AM 35 153 9 34 317 47 26 124 27 25 144 17 958 4227 08:30 AM 29 143 6 44 306 36 37 136 40 14 149 17 957 4108 08:45 AM 36 125 9 39 265 50 41 109 31 21 182 19 927 3851 0.913 Peak Hour Vo 177 689 27 213 1261 176 189 617 137 90 670 79

File Name: C:\Users\Rachel\Desktop\184-15092\IWDCRMAPM.PPD Start Date: 3/5/2015 Start Time: 4:00:00 PM Site Code: 18415092 Comment 1: City of Inglewood Comment 2: N/S: Crenshaw Boulevard Comment 3: E/W: Manchester Avenue Comment 4: Weather: Clear Crenshaw Boulevard Manchester Avenue Crenshaw Boulevard Manchester Avenue Southbound Westbound Northbound Eastbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total Peak Hour Vols PHF 04:00 PM 48 191 9 46 171 38 29 170 35 34 271 24 1066 04:15 PM 43 205 6 50 208 38 24 174 37 39 294 18 1136 04:30 PM 46 220 2 61 164 41 31 164 42 24 285 15 1095 04:45 PM 36 189 16 60 195 43 21 148 44 26 287 15 1080 4377 05:00 PM 47 213 9 46 151 34 32 181 39 21 291 24 1088 4399 05:15 PM 35 202 6 59 217 42 33 156 44 33 293 26 1146 4409 05:30 PM 26 216 6 66 164 34 41 177 47 18 293 23 1111 4425 05:45 PM 45 217 2 44 202 37 32 157 57 16 313 24 1146 4491 0.980 Peak Hour Vo 153 848 23 215 734 147 138 671 187 88 1190 97

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: La Cienega Boulevard E/W: Florence Avenue Weather: Clear File Name : IWDLAFLAM Site Code : 04216231 Start Date : 4/21/2016 Page No : 1 Groups Printed- Total Volume La Cienega Boulevard Southbound Florence Avenue Westbound La Cienega Boulevard Northbound Florence Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 55 96 54 205 87 235 14 336 37 103 31 171 21 73 12 106 818 07:15 AM 62 113 52 227 96 257 13 366 67 122 26 215 7 61 7 75 883 07:30 AM 58 107 62 227 95 265 19 379 47 131 33 211 9 72 6 87 904 07:45 AM 84 113 60 257 83 266 13 362 37 112 40 189 12 77 5 94 902 Total 259 429 228 916 361 1023 59 1443 188 468 130 786 49 283 30 362 3507 08:00 AM 99 127 62 288 69 264 17 350 35 115 36 186 9 104 5 118 942 08:15 AM 87 113 43 243 80 258 11 349 30 96 42 168 21 101 10 132 892 08:30 AM 80 129 50 259 88 199 10 297 39 107 46 192 33 104 11 148 896 08:45 AM 91 139 45 275 75 215 8 298 29 103 43 175 21 106 5 132 880 Total 357 508 200 1065 312 936 46 1294 133 421 167 721 84 415 31 530 3610 Grand Total 616 937 428 1981 673 1959 105 2737 321 889 297 1507 133 698 61 892 7117 Apprch % 31.1 47.3 21.6 24.6 71.6 3.8 21.3 59 19.7 14.9 78.3 6.8 Total % 8.7 13.2 6 27.8 9.5 27.5 1.5 38.5 4.5 12.5 4.2 21.2 1.9 9.8 0.9 12.5 La Cienega Boulevard Southbound Florence Avenue Westbound La Cienega Boulevard Northbound Florence Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 58 107 62 227 95 265 19 379 47 131 33 211 9 72 6 87 904 07:45 AM 84 113 60 257 83 266 13 362 37 112 40 189 12 77 5 94 902 08:00 AM 99 127 62 288 69 264 17 350 35 115 36 186 9 104 5 118 942 08:15 AM 87 113 43 243 80 258 11 349 30 96 42 168 21 101 10 132 892 Total Volume 328 460 227 1015 327 1053 60 1440 149 454 151 754 51 354 26 431 3640 % App. Total 32.3 45.3 22.4 22.7 73.1 4.2 19.8 60.2 20 11.8 82.1 6 PHF.828.906.915.881.861.990.789.950.793.866.899.893.607.851.650.816.966

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: La Cienega Boulevard E/W: Florence Avenue Weather: Clear File Name : IWDLAFLAM Site Code : 04216231 Start Date : 4/21/2016 Page No : 2 La Cienega Boulevard Out In Total 565 1015 1580 227 Right 460 Thru 328 Left Peak Hour Data Florence Avenue Out In Total 1429 431 1860 51 Left 354 Thru 26 Right Peak Hour Begins at 07:30 AM Total Volume North 60 1053 327 Right Thru Left Out In Total 833 1440 2273 Florence Avenue Left 149 Thru 454 Right 151 813 754 1567 Out In Total La Cienega Boulevard Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:15 AM 07:15 AM 08:00 AM +0 mins. 99 127 62 288 96 257 13 366 67 122 26 215 9 104 5 118 +15 mins. 87 113 43 243 95 265 19 379 47 131 33 211 21 101 10 132 +30 mins. 80 129 50 259 83 266 13 362 37 112 40 189 33 104 11 148 +45 mins. 91 139 45 275 69 264 17 350 35 115 36 186 21 106 5 132 Total Volume 357 508 200 1065 343 1052 62 1457 186 480 135 801 84 415 31 530 % App. Total 33.5 47.7 18.8 23.5 72.2 4.3 23.2 59.9 16.9 15.8 78.3 5.8 PHF.902.914.806.924.893.989.816.961.694.916.844.931.636.979.705.895

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: La Cienega Boulevard E/W: Florence Avenue Weather: Clear File Name : IWDLAFLPM Site Code : 04216231 Start Date : 4/21/2016 Page No : 1 Groups Printed- Total Volume La Cienega Boulevard Southbound Florence Avenue Westbound La Cienega Boulevard Northbound Florence Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 119 160 40 319 76 101 9 186 4 69 50 123 18 180 6 204 832 04:15 PM 113 158 33 304 81 89 7 177 8 66 55 129 31 175 6 212 822 04:30 PM 121 153 29 303 76 110 13 199 9 72 54 135 38 167 3 208 845 04:45 PM 125 167 45 337 67 109 10 186 7 62 50 119 22 169 7 198 840 Total 478 638 147 1263 300 409 39 748 28 269 209 506 109 691 22 822 3339 05:00 PM 108 152 27 287 75 122 8 205 9 60 48 117 15 187 7 209 818 05:15 PM 118 158 27 303 78 96 6 180 5 59 55 119 52 177 7 236 838 05:30 PM 129 141 24 294 69 103 10 182 6 77 53 136 36 176 4 216 828 05:45 PM 127 165 27 319 60 96 3 159 5 59 53 117 24 178 4 206 801 Total 482 616 105 1203 282 417 27 726 25 255 209 489 127 718 22 867 3285 Grand Total 960 1254 252 2466 582 826 66 1474 53 524 418 995 236 1409 44 1689 6624 Apprch % 38.9 50.9 10.2 39.5 56 4.5 5.3 52.7 42 14 83.4 2.6 Total % 14.5 18.9 3.8 37.2 8.8 12.5 1 22.3 0.8 7.9 6.3 15 3.6 21.3 0.7 25.5 La Cienega Boulevard Southbound Florence Avenue Westbound La Cienega Boulevard Northbound Florence Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 121 153 29 303 76 110 13 199 9 72 54 135 38 167 3 208 845 04:45 PM 125 167 45 337 67 109 10 186 7 62 50 119 22 169 7 198 840 05:00 PM 108 152 27 287 75 122 8 205 9 60 48 117 15 187 7 209 818 05:15 PM 118 158 27 303 78 96 6 180 5 59 55 119 52 177 7 236 838 Total Volume 472 630 128 1230 296 437 37 770 30 253 207 490 127 700 24 851 3341 % App. Total 38.4 51.2 10.4 38.4 56.8 4.8 6.1 51.6 42.2 14.9 82.3 2.8 PHF.944.943.711.912.949.895.712.939.833.878.941.907.611.936.857.901.988

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: La Cienega Boulevard E/W: Florence Avenue Weather: Clear File Name : IWDLAFLPM Site Code : 04216231 Start Date : 4/21/2016 Page No : 2 La Cienega Boulevard Out In Total 417 1230 1647 128 Right 630 Thru 472 Left Peak Hour Data Florence Avenue Out In Total 595 851 1446 127 Left 700 Thru 24 Right Peak Hour Begins at 04:30 PM Total Volume North 37 437 296 Right Thru Left Out In Total 1379 770 2149 Florence Avenue Left 30 Thru 253 Right 207 950 490 1440 Out In Total La Cienega Boulevard Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:30 PM 04:00 PM 05:00 PM +0 mins. 119 160 40 319 76 110 13 199 4 69 50 123 15 187 7 209 +15 mins. 113 158 33 304 67 109 10 186 8 66 55 129 52 177 7 236 +30 mins. 121 153 29 303 75 122 8 205 9 72 54 135 36 176 4 216 +45 mins. 125 167 45 337 78 96 6 180 7 62 50 119 24 178 4 206 Total Volume 478 638 147 1263 296 437 37 770 28 269 209 506 127 718 22 867 % App. Total 37.8 50.5 11.6 38.4 56.8 4.8 5.5 53.2 41.3 14.6 82.8 2.5 PHF.956.955.817.937.949.895.712.939.778.934.950.937.611.960.786.918

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: I-405 Northbound Ramps/Ash Avenue E/W: Manchester Boulevard Weather: Clear File Name : IWD405NMAAM Site Code : 04216231 Start Date : 4/28/2016 Page No : 1 Ash Avenue Southbound Groups Printed- Total Volume Manchester Boulevard Westbound I-405 Northbound Ramps/Ash Avenue Northbound Manchester Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 61 61 0 285 1 286 153 21 14 188 1 92 196 289 824 07:15 AM 1 0 107 108 0 277 0 277 187 12 34 233 3 97 153 253 871 07:30 AM 1 0 108 109 0 271 2 273 192 23 30 245 2 98 167 267 894 07:45 AM 0 0 109 109 0 327 0 327 182 36 44 262 3 147 115 265 963 Total 2 0 385 387 0 1160 3 1163 714 92 122 928 9 434 631 1074 3552 08:00 AM 2 0 62 64 0 330 0 330 184 35 49 268 4 131 89 224 886 08:15 AM 2 0 52 54 0 347 0 347 165 46 65 276 8 163 103 274 951 08:30 AM 0 0 18 18 0 327 1 328 200 51 52 303 4 167 111 282 931 08:45 AM 1 0 28 29 0 301 6 307 203 34 53 290 6 143 87 236 862 Total 5 0 160 165 0 1305 7 1312 752 166 219 1137 22 604 390 1016 3630 Grand Total 7 0 545 552 0 2465 10 2475 1466 258 341 2065 31 1038 1021 2090 7182 Apprch % 1.3 0 98.7 0 99.6 0.4 71 12.5 16.5 1.5 49.7 48.9 Total % 0.1 0 7.6 7.7 0 34.3 0.1 34.5 20.4 3.6 4.7 28.8 0.4 14.5 14.2 29.1 Ash Avenue Southbound Manchester Boulevard Westbound I-405 Northbound Ramps/Ash Avenue Northbound Manchester Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 109 109 0 327 0 327 182 36 44 262 3 147 115 265 963 08:00 AM 2 0 62 64 0 330 0 330 184 35 49 268 4 131 89 224 886 08:15 AM 2 0 52 54 0 347 0 347 165 46 65 276 8 163 103 274 951 08:30 AM 0 0 18 18 0 327 1 328 200 51 52 303 4 167 111 282 931 Total Volume 4 0 241 245 0 1331 1 1332 731 168 210 1109 19 608 418 1045 3731 % App. Total 1.6 0 98.4 0 99.9 0.1 65.9 15.1 18.9 1.8 58.2 40 PHF.500.000.553.562.000.959.250.960.914.824.808.915.594.910.909.926.969

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: I-405 Northbound Ramps/Ash Avenue E/W: Manchester Boulevard Weather: Clear File Name : IWD405NMAAM Site Code : 04216231 Start Date : 4/28/2016 Page No : 2 Ash Avenue Out In Total 188 245 433 241 Right 0 Thru 4 Left Peak Hour Data Manchester Boulevard Out In Total 2303 1045 3348 19 Left 608 Thru 418 Right Peak Hour Begins at 07:45 AM Total Volume North 1 1331 0 Right Thru Left Out In Total 822 1332 2154 Manchester Boulevard Left 731 Thru 168 Right 210 418 1109 1527 Out In Total I-405 Northbound Ramps/Ash Avenue Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:45 AM 08:00 AM 07:00 AM +0 mins. 1 0 107 108 0 327 0 327 184 35 49 268 1 92 196 289 +15 mins. 1 0 108 109 0 330 0 330 165 46 65 276 3 97 153 253 +30 mins. 0 0 109 109 0 347 0 347 200 51 52 303 2 98 167 267 +45 mins. 2 0 62 64 0 327 1 328 203 34 53 290 3 147 115 265 Total Volume 4 0 386 390 0 1331 1 1332 752 166 219 1137 9 434 631 1074 % App. Total 1 0 99 0 99.9 0.1 66.1 14.6 19.3 0.8 40.4 58.8 PHF.500.000.885.894.000.959.250.960.926.814.842.938.750.738.805.929

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: I-405 Northbound Ramps/Ash Avenue E/W: Manchester Boulevard Weather: Clear File Name : IWD405NMAPM Site Code : 04216231 Start Date : 4/28/2016 Page No : 1 Ash Avenue Southbound Groups Printed- Total Volume Manchester Boulevard Westbound I-405 Northbound Ramps/Ash Avenue Northbound Manchester Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 5 0 22 27 0 307 4 311 85 41 89 215 4 292 97 393 946 04:15 PM 9 0 24 33 0 266 1 267 94 48 103 245 6 269 67 342 887 04:30 PM 5 0 17 22 0 239 1 240 116 57 101 274 11 255 83 349 885 04:45 PM 5 0 15 20 0 251 1 252 90 60 106 256 12 262 76 350 878 Total 24 0 78 102 0 1063 7 1070 385 206 399 990 33 1078 323 1434 3596 05:00 PM 1 0 29 30 0 284 3 287 78 56 113 247 10 263 85 358 922 05:15 PM 11 0 22 33 0 259 1 260 91 72 143 306 15 280 75 370 969 05:30 PM 4 0 16 20 0 253 2 255 108 56 101 265 4 246 85 335 875 05:45 PM 5 0 22 27 0 235 0 235 81 69 115 265 12 226 79 317 844 Total 21 0 89 110 0 1031 6 1037 358 253 472 1083 41 1015 324 1380 3610 Grand Total 45 0 167 212 0 2094 13 2107 743 459 871 2073 74 2093 647 2814 7206 Apprch % 21.2 0 78.8 0 99.4 0.6 35.8 22.1 42 2.6 74.4 23 Total % 0.6 0 2.3 2.9 0 29.1 0.2 29.2 10.3 6.4 12.1 28.8 1 29 9 39.1 Ash Avenue Southbound Manchester Boulevard Westbound I-405 Northbound Ramps/Ash Avenue Northbound Manchester Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 5 0 17 22 0 239 1 240 116 57 101 274 11 255 83 349 885 04:45 PM 5 0 15 20 0 251 1 252 90 60 106 256 12 262 76 350 878 05:00 PM 1 0 29 30 0 284 3 287 78 56 113 247 10 263 85 358 922 05:15 PM 11 0 22 33 0 259 1 260 91 72 143 306 15 280 75 370 969 Total Volume 22 0 83 105 0 1033 6 1039 375 245 463 1083 48 1060 319 1427 3654 % App. Total 21 0 79 0 99.4 0.6 34.6 22.6 42.8 3.4 74.3 22.4 PHF.500.000.716.795.000.909.500.905.808.851.809.885.800.946.938.964.943

Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 City of Inglewood N/S: I-405 Northbound Ramps/Ash Avenue E/W: Manchester Boulevard Weather: Clear File Name : IWD405NMAPM Site Code : 04216231 Start Date : 4/28/2016 Page No : 2 Ash Avenue Out In Total 299 105 404 83 Right 0 Thru 22 Left Peak Hour Data Manchester Boulevard Out In Total 1491 1427 2918 48 Left 1060 Thru 319 Right Peak Hour Begins at 04:30 PM Total Volume North 6 1033 0 Right Thru Left Out In Total 1545 1039 2584 Manchester Boulevard Left 375 Thru 245 Right 463 319 1083 1402 Out In Total I-405 Northbound Ramps/Ash Avenue Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:00 PM 04:30 PM 04:00 PM +0 mins. 1 0 29 30 0 307 4 311 116 57 101 274 4 292 97 393 +15 mins. 11 0 22 33 0 266 1 267 90 60 106 256 6 269 67 342 +30 mins. 4 0 16 20 0 239 1 240 78 56 113 247 11 255 83 349 +45 mins. 5 0 22 27 0 251 1 252 91 72 143 306 12 262 76 350 Total Volume 21 0 89 110 0 1063 7 1070 375 245 463 1083 33 1078 323 1434 % App. Total 19.1 0 80.9 0 99.3 0.7 34.6 22.6 42.8 2.3 75.2 22.5 PHF.477.000.767.833.000.866.438.860.808.851.809.885.688.923.832.912

3. Market Street/Florence Avenue 2. La Brea Avenue/Florence Avenue 1. La Cienega Boulevard/Florence Avenue Market Street La Brea Avenue 999 (607) 57 (49) acc 146 (151) 830 (418) 88 (95) ace 140 (65) 607 (786) 124 (172) 70 (24) 1,049 (407) 318 (265) ace La Cienega Boulevard (128) 529 (637) abe244 385 (516) ace ae Florence Avenue ace Florence Avenue ace Florence Avenue 52 (51) 0 (0) 68 (76) ccf 619 (990) 99 (99) 74 (17) 858 (694) 49 (62) ace 107 (115) 514 (851) 55 (66) 100 (18) 374 (227) 57 (135) ace 68 (131) 379 (707) 30 (41) 6. Centinela Avenue/Florence Avenue 5. Hillcrest Boulevard/Florence Avenue 4. Locust Street/Florence Avenue Centinela Avenue 1,448 (826) 1,193 (641) ccff 285 (240) 705 (825) 1,256 (707) 226 (203) acc 1,115 (635) 207 (106) acc aaf Florence Avenue agf Florence Avenue Florence Avenue STOP g acc 268 (288) 613 (928) 63 (34) 315 (209) ccf 625 (1,030) 55 (99) 8 (24) 56 (83) ccf 614 (1,045) 14 (33) Hillcrest Boulevard Locust Street 9. Market Street/Regent Street 8. La Brea Avenue/Regent Street 7. Prairie Avenue/Florence Avenue Market Street La Brea Avenue 100 (18) 707 (950) 44 (127) (22) ae27 413 (159) 43 (28) (16) bf25 41 (65) 18 (28) (91) ae127 314 (95) 25 (29) 1,818 (1,040) 413 (408) accc ace ae Regent Street ace Regent Street aaf Florence Avenue 42 (31) 73 (71) 18 (26) ae 36 (61) 164 (377) 14 (65) 135 (49) 794 (665) 23 (101) acf 40 (30) 156 (251) 108 (80) 820 (443) 447 (469) ccf 827 (1,230) 489 (501) Prairie Avenue 12. Prairie Avenue/Manchester Boulevard 11. Market Street/Manchester Boulevard 10. La Brea Avenue/Manchester Boulevard Prairie Avenue 56 (52) 766 (968) 224 (409) Market Street La Brea Avenue 575 (249) 1,024 (653) 184 (233) accf 40 (36) 1,069 (784) 25 (31) ace (41) ae17 69 (108) 18 (52) 156 (126) 884 (595) 34 (37) accf 143 (108) 512 (740) 103 (171) acce accf accf Manchester Boulevard ae Manchester Boulevard ace Manchester Boulevard 177 (188) 867 (654) 178 (287) acce 102 (37) 601 (1,101) 120 (186) 15 (13) 94 (70) 14 (49) ace 18 (28) 680 (1,144) 21 (25) 125 (95) 754 (422) 29 (38) ace 157 (140) 550 (1,101) 80 (97) Figure 2-2 Peak Hour Traffic Volumes and Lane Configurations Existing (2016) Conditions