Ontario City Council
March 21, 2023

14274-02 VMT.docx
the screening thresholds for land use projects identified in the City Guidelines. This VMT analysis has been developed based on the adopted City Guidelines.

VMT SCREENING EVALUATION
City Guidelines identify Projects that meet certain VMT screening criteria may be presumed to result in a less than significant transportation impact. The City Guidelines lists the following VMT screening criteria:
• Transit Priority Area (TPA) Screening
• Low VMT Area Screening
• Project Type Screening
A land use project need only meet one of the above screening criteria to result in a less than significant impact.

TPA SCREENING
Consistent with guidance identified in the City Guidelines, projects located within a Transit Priority Area (TPA) (i.e., within ½ mile of an existing “major transit stop”1 or an existing stop along a “high-quality transit corridor”2) may be presumed to have a less than significant impact absent substantial evidence to the contrary. However, the presumption may not be appropriate if a project:
• Has a Floor Area Ratio (FAR) of less than 0.75;
• Includes more parking for use by residents, customers, or employees of the project than required by the jurisdiction (if the jurisdiction requires the project to supply parking); • Is inconsistent with the applicable Sustainable Communities Strategy (as determined by the lead agency, with input from the Metropolitan Planning Organization); or • Replaces affordable residential units with a smaller number of moderate or high-income residential units.

The Screening Tool was utilized to locate the Project site and its proximity to a TPA. Results as shown in attachment B identify the Project Site is not located within ½ mile of an existing major transit stop, or along a high-quality transit corridor.

TPA screening criteria is not met.
1 Pub. Resources Code, § 21064.3 (“‘Major transit stop’ means a site containing an existing rail transit station, a ferry terminal served by either a bus or rail transit service, or the intersection of two or more major bus routes with a frequency of service interval of 15 minutes or less during the morning and afternoon peak commute periods.”). 2 Pub. Resources Code, § 21155 (“For purposes of this section, a high-quality transit corridor means a corridor with fixed route bus service with service intervals no longer than 15 minutes during peak commute hours.”). 3738
Mr. Bruce McDonald
McDonald Property Group
December 8, 2021

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LOW VMT AREA SCREENING
As noted in the Technical Advisory, “Residential and office projects that locate in areas with low VMT and that incorporate similar features (density, mix of uses, and transit accessibility) will tend to exhibit similarly low VMT.”
City Guidelines state that projects may be presumed to have a less than significant VMT impact if located in an already low VMT generating traffic analysis zones (TAZs) that generates a VMT per service population (SP) that is 15% below County of San Bernardino Baseline VMT per SP. The Screening Tool uses the sub-regional San Bernardino Transportation Analysis Model (SBTAM) to measure VMT performance within individual TAZ’s within the region. The Project’s physical location based on parcel number is selected in the Screening Tool to determine the TAZ in which the Project will reside. The Project’s TAZs VMT per service population was compared to 15% below County of San Bernardino Baseline VMT per SP. The parcel containing the proposed Project was selected and the Screening Tool was run for production-attraction (PA) VMT per service population, the Project is not located within a low VMT generating zone. (See Attachment B)
Low VMT Area screening criteria is not met.

PROJECT TYPE SCREENING
The City Guidelines identify that local serving retail less than 50,000 square feet or other local serving essential services (e.g., day care centers, public schools, medical/dental office buildings, etc.) are presumed to have a less than significant impact absent substantial evidence to the contrary. The Project as intended does not contain any local serving uses.

Additionally, the City Guidelines state that small projects generating fewer than 110 daily vehicle trips or less may be presumed to have a less than significant impact, subject to discretionary approval by the City. Trips generated by the Project’s proposed land uses have been estimated based on trip generation rates collected by the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition, 2021. (3) The Project is anticipated to generate 7,980 daily vehicle trip-ends per day. Therefore, the Project generate daily vehicle trips exceeding the 110 daily vehicle trip threshold. (See Attachment C) The Project Type screening threshold is not met.

Based on a more detailed review of the applicable VMT screening methods, it was determined that the Project is not eligible for screening and VMT analysis should be performed. 3739
Mr. Bruce McDonald
McDonald Property Group
December 8, 2021

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VMT ANALYSIS

VMT MODELING
The City Guidelines identifies SBTAM as the appropriate tool for conducting VMT analysis for land use projects in the City of Ontario, as it considers interaction between different land uses based on socioeconomic data, such as population, households, and employment. The calculation of VMT for land use projects is based on the total number of trips generated and the average trip length of each vehicle.

SBTAM is also consistent with the model used to develop the City’s VMT impact thresholds listed by the City Guidelines. Therefore, the vehicle trips and average daily trip length for project-related vehicle trips are model derived from SBTAM.

VMT METRIC AND SIGNIFICANCE THRESHOLD
The City Guidelines state for land use projects in the City of Ontario shall use the VMT metric of VMT per Service Population as the appropriate measure in a VMT analysis. The City Guidelines have identified following recommended threshold:
• A significant impact would occur if the project VMT per Service Population exceeds the Citywide average for Service Population under General Plan Buildout Conditions.

SBCTA provides VMT calculations for each of its member agencies and for the City of Ontario’s average for Service Population under General Plan Buildout Conditions. Urban Crossroads has obtained this published data from SBCTA, which for the City of Ontario’s General Plan Buildout is 36.2 VMT per SP.

PROJECT LAND USE CONVERSION
In order to evaluate Project VMT, standard land use information must first be converted into a SBTAM compatible dataset. The SBTAM model utilizes socio-economic data (SED) (e.g., population, households, employment, etc.) instead of land use information for the purposes of vehicle trip estimation. Project land use information such as building square footage must first be converted to SED for input into SBTAM. Adjustments in SED have been made to the appropriate TAZ within the SBTAM model to reflect the Project’s proposed land uses (i.e., warehouse). Table 1 summarizes the employment estimates for the Project. It should be noted that the employment estimates are consistent with the employment density factors identified in the Southern California Association of Governments (SCAG) Employment Density Study (October 2001). (4)
TABLE 1: EMPLOYMENT ESTIMATES
Land Use Quantity (SF) Employment Density Factor3 Estimated Employees Warehouse 4,282,450 1 employee per 1,195 SF 3,585
3 SCAG Employment Density Study; Table II-B
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McDonald Property Group
December 8, 2021

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PROJECT VMT CALCULATION
Adjustments to employment for the Project’s TAZ were made to both the SBTAM baseline year (2016) and cumulative year (2040) traffic models. The ability to capture all trips by all trip purposes can be achieved with the SBTAM model by using the Origin-Destination (OD) trip matrices. Using these OD trip matrices, the project generated total VMT was calculated utilizing straight-line interpolation for the baseline (2021) conditions. The total VMT for all scenariosis then normalized by dividing by the Project’s service population (SP) (e.g., employees). As shown in Table 2, the Project Baseline VMT per SP is 32.96 and Project Cumulative VMT per SP is 33.60.

TABLE 2: PROJECT VMT PER SP
Base Year (2016) Cumulative Year (2040) Baseline (2021) Employment4 3,585 3,585 3,585
VMT 117,069 120,453 118,156
VMT / SP 32.66 33.60 32.96

PROJECT COMPARISON TO SIGNIFICANCE THRESHOLD
Table 3 illustrates the comparison between Project generated VMT per SP in the Baseline and Cumulative Conditions to the City of Ontario’s future Buildout VMT per SP. As shown, the Project would not exceed the City’s threshold of City of Ontario’s future Buildout VMT per SP for either in the Baseline or Cumulative Project conditions. The Project VMT impact is therefore considered less than significant.

TABLE 3: PROJECT VMT PER SP COMPARISON
Baseline Cumulative
Impact Threshold 36.2 36.2
Project 32.96 33.60
Percent Change -8.95% -7.18%
Potentially Significant? No No

PROJECT CUMULATIVE IMPACT ON VMT
The City Guidelines consistent with the Technical Advisory states that cumulative impacts on VMT “… metrics such as VMT per capita or VMT per employee, i.e., metrics framed in terms of efficiency (as recommended below for use on residential and office projects), cannot be summed because they employ a denominator. A project that falls below an efficiency-based threshold that is aligned with long-term goals and relevant plans has no cumulative impact distinct from the project impact. Accordingly, a finding of a less-than-significant project impact would imply a less than significant cumulative impact, and vice versa. This is similar to the analysis typically conducted for greenhouse gas emissions, air quality impacts, 4 Since the Project does not have a residential component, the service population consists entirely of employment. 3741
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McDonald Property Group
December 8, 2021

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and impact that utilize plan compliance as a threshold of significance.”5 The Project is consistent with the City’s General Plan underlying land use assumptions and the Project was found to have a less than significant impact at the project level. The Project is also considered to be less than significant cumulative impact as well.

CONCLUSION
In summary,the Project was not found to meet any of the City’s described screening criteria and a project level VMT analysis was performed. The Project’s VMT analysis findings for project generated VMT per service population was found to not exceed the City’s threshold, the Project’s impact on VMT is presumed to be less than significant.

If you have any questions, please contact me directly at 949-660-1994.

Respectfully submitted,
URBAN CROSSROADS, INC.

Alexander So
Senior Analyst
5 OPR’s Technical Advisory; Page 6.
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Mr. Bruce McDonald
McDonald Property Group
December 8, 2021

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REFERENCES

1. Office of Planning and Research. Technical Advisory on Evaluating Transportation Impacts in CEQA.

State of California : s.n., December 2018.

2. City of Ontario. SB 743 VMT Thresholds. City of Ontario : s.n., June 2020.

3. Institute of Transportation Engineers. Trip Generation Manual. 11th Edition. 2021.

4. Southern California Association of Governments. Employment Density Study. October 2001. 3743
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ATTACHMENT A

PRELIMINARY SITE PLAN
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ATTACHMENT B

SBCTA SCREENING TOOL
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EXHIBIT 1: TAZ 53687702
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EXHIBIT 2: TAZ 53687701
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EXHIBIT 3: TAZ 53687703
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ATTACHMENT C

PROJECT TRIP GENERATION
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TABLE 1: TRIP GENERATION RATES
ITE LU AM Peak Hour PM Peak Hour
Land Use1 Units2 Code In Out Total In Out Total
Actual Vehicle Trip Generation Rates
High-Cube Fulfillment Center (Non-Sort)3 TSF 155 0.122 0.028 0.150 0.062 0.098 0.160 1.810 Passenger Cars 0.105 0.025 0.130 0.059 0.091 0.150 1.580 2-Axle Trucks 0.002 0.001 0.003 0.001 0.001 0.002 0.038 3-Axle Trucks 0.002 0.002 0.004 0.001 0.001 0.002 0.048 4+-Axle Trucks 0.006 0.007 0.013 0.003 0.003 0.006 0.144 High-Cube Cold Storage Warehouse3 TSF 157 0.085 0.025 0.110 0.034 0.086 0.120 2.120 Passenger Cars 0.062 0.018 0.080 0.025 0.065 0.090 1.665 2-Axle Trucks 0.003 0.007 0.010 0.005 0.005 0.010 0.260 3-Axle Trucks 0.001 0.002 0.003 0.002 0.001 0.003 0.083 4+-Axle Trucks 0.005 0.011 0.016 0.008 0.008 0.016 0.113 1 Trip Generation and Vehicle Mix Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, 11th Edition (2021). 2 TSF = thousand square feet
3 Truck Mix: South Coast Air Quality Management District’s (SCAQMD) recommended truck mix, by axle type.

Normalized % - Without Cold Storage: 16.7% 2-Axle trucks, 20.7% 3-Axle trucks, 62.6% 4-Axle trucks.

Normalized % - With Cold Storage: 34.7% 2-Axle trucks, 11.0% 3-Axle trucks, 54.3% 4-Axle trucks.

Daily
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TABLE 2: TRIP GENERATION SUMMARY
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TRAFFIC ANALYSIS

CITY OF ONTARIO
PREPARED BY:

Aric Evatt, PTP
[email protected]
Charlene So, PE
[email protected]
Robert Vu, PE
[email protected]
JANUARY 11, 2022
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I

TABLE OF CONTENTS
TABLE OF CONTENTS............................................................................................................................. I APPENDICES........................................................................................................................................ III LIST OF EXHIBITS.................................................................................................................................. V LIST OF TABLES ...................................................................................................................................VI LIST OF ABBREVIATED TERMS ...........................................................................................................VIII 1 INTRODUCTION.......................................................................................................................... 1

1.1 Summary of Findings..................................................................................................................... 1

1.2 Project Overview........................................................................................................................... 3

1.3 Analysis Scenarios ......................................................................................................................... 3

1.4 Study Area..................................................................................................................................... 5

1.5 Project Deficiencies....................................................................................................................... 9

1.6 Recommendations...................................................................................................................... 10 2 METHODOLOGIES .................................................................................................................... 21

2.1 Level of Service ........................................................................................................................... 23

2.2 Intersection Capacity Analysis .................................................................................................... 23

2.3 Traffic Signal Warrant Analysis Methodology............................................................................. 25

2.4 Minimum Acceptable Levels of Service (LOS)............................................................................. 27

2.5 Deficiency Criteria....................................................................................................................... 28

2.5 Project Fair Share Calculation Methodology .............................................................................. 29 3 AREA CONDITIONS ................................................................................................................... 31

3.1 Existing Circulation Network....................................................................................................... 31

3.2 City of Ontario General Plan Circulation Element....................................................................... 31

3.3 City of Eastvale General Plan Circulation Element...................................................................... 37

3.4 Truck Routes ............................................................................................................................... 37

3.5 Bicycle, Equestrian, & Pedestrian Facilities ................................................................................ 37

3.6 Transit Service............................................................................................................................. 37

3.7 Existing Traffic Counts................................................................................................................. 45

3.8 Intersection Operations Analysis................................................................................................ 46

3.9 Traffic Signal Warrants Analysis.................................................................................................. 50 4 PROJECTED FUTURE TRAFFIC.................................................................................................... 51

4.1 Project Trip Generation............................................................................................................... 51

4.2 Project Trip Distribution.............................................................................................................. 55

4.3 Modal Split.................................................................................................................................. 56

4.4 Project Trip Assignment.............................................................................................................. 56

4.5 Background Traffic ...................................................................................................................... 56

4.6 Cumulative Development Traffic ................................................................................................ 62

4.7 Horizon Year (2040) Volume Development................................................................................ 71 5 E+P TRAFFIC CONDITIONS ........................................................................................................ 73

5.1 Roadway Improvements............................................................................................................. 73

5.2 Existing plus Project Traffic Volume Forecasts ........................................................................... 73

5.3 Intersection Operations Analysis................................................................................................ 73

5.4 Traffic Signal Warrants Analysis.................................................................................................. 73

5.5 Off-Ramp Queuing Analysis........................................................... Error! Bookmark not defined.

5.6 Improvements............................................................................................................................. 78 3755
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6 OPENING YEAR CUMULATIVE (2026) TRAFFIC CONDITIONS...................................................... 79

6.1 Roadway Improvements............................................................................................................. 79

6.2 Opening Year Cumulative (2026) Without Project Traffic Volume Forecasts ............................ 79

6.3 Opening Year Cumulative (2026) With Project Traffic Volume Forecasts.................................. 79

6.4 Intersection Operations Analysis................................................................................................ 79

6.5 Traffic Signal Warrants Analysis.................................................................................................. 86

6.6 Off-Ramp Queuing Analysis........................................................... Error! Bookmark not defined.

6.7 Improvements................................................................................ Error! Bookmark not defined. 7 HORIZON YEAR (2040) TRAFFIC CONDITIONS ........................................................................... 89

7.1 Roadway Improvements............................................................................................................. 89

7.2 Horizon Year (2040) Without Project Traffic Volume Forecasts................................................. 89

7.3 Horizon Year (2040) With Project Traffic Volume Forecasts...................................................... 89

7.4 Intersection Operations Analysis................................................................................................ 96

7.5 Traffic Signal Warrants Analysis .................................................................................................. 96

7.6 Off-Ramp Queuing Analysis........................................................... Error! Bookmark not defined.

7.7 Improvements............................................................................................................................. 98 8 LOCAL AND REGIONAL FUNDING MECHANISMS..................................................................... 100

8.1 City of Ontario Development Impact Fee Program .................................................................. 101

8.2 Measure “I” Funds .................................................................................................................... 102

8.3 Fair Share Contribution............................................................................................................. 102 9 REFERENCES........................................................................................................................... 105 3756
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APPENDICES
APPENDIX 1.1: APPROVED TRAFFIC STUDY SCOPING AGREEMENT
APPENDIX 1.2: SITE ADJACENT QUEUES
APPENDIX 3.1: EXISTING TRAFFIC COUNTS – JANUARY 2019
APPENDIX 3.2: EXISTING (2021) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS APPENDIX 3.3: EXISTING (2021) CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS APPENDIX 3.4: EXISTING (2021) CONDITIONS OFF-RAMP QUEUING ANALYSIS WORKSHEETS APPENDIX 4.1: POST PROCESSING WORKSHEETS
APPENDIX 5.1: E+P CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS APPENDIX 5.2: E+P CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS APPENDIX 5.3: E+P CONDITIONS OFF-RAMP QUEUING ANALYSIS WORKSHEETS APPENDIX 5.4: E+P CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS WITH

IMPROVEMENTS
APPENDIX 6.1: OPENING YEAR CUMULATIVE (2026) WITHOUT PROJECT CONDITIONS INTERSECTION

OPERATIONS ANALYSIS WORKSHEETS
APPENDIX 6.2: OPENING YEAR CUMULATIVE (2026) WITH PROJECT CONDITIONS INTERSECTION

OPERATIONS ANALYSIS WORKSHEETS
APPENDIX 6.3: OPENING YEAR CUMULATIVE (2026) WITHOUT PROJECT CONDITIONS TRAFFIC SIGNAL

WARRANT ANALYSIS WORKSHEETS
APPENDIX 6.4: OPENING YEAR CUMULATIVE (2026) WITH PROJECT CONDITIONS TRAFFIC SIGNAL

WARRANT ANALYSIS WORKSHEETS
APPENDIX 6.5: OPENING YEAR CUMULATIVE (2026) WITHOUT PROJECT CONDITIONS OFF-RAMP

QUEUING ANALYSIS WORKSHEETS
APPENDIX 6.6: OPENING YEAR CUMULATIVE (2026) WITH PROJECT CONDITIONS OFF-RAMP QUEUING

ANALYSIS WORKSHEETS
APPENDIX 6.7: OPENING YEAR CUMULATIVE (2026) WITH PROJECT CONDITIONS INTERSECTION

OPERATIONS ANALYSIS WORKSHEETS WITH IMPROVEMENTS
APPENDIX 7.1: HORIZON YEAR (2040) WITHOUT PROJECT CONDITIONS INTERSECTION OPERATIONS

ANALYSIS WORKSHEETS
APPENDIX 7.2: HORIZON YEAR (2040) WITH PROJECT CONDITIONS INTERSECTION OPERATIONS

ANALYSIS WORKSHEETS
APPENDIX 7.3: HORIZON YEAR (2040) WITHOUT PROJECT CONDITIONS TRAFFIC SIGNAL WARRANT

ANALYSIS WORKSHEETS
APPENDIX 7.4: HORIZON YEAR (2040) WITH PROJECT CONDITIONS TRAFFIC SIGNAL WARRANT

ANALYSIS WORKSHEETS
APPENDIX 7.5: HORIZON YEAR (2040) WITHOUT PROJECT CONDITIONS OFF-RAMP QUEUING

ANALYSIS WORKSHEETS
APPENDIX 7.6: HORIZON YEAR (2040) WITH PROJECT CONDITIONS OFF-RAMP QUEUING ANALYSIS

WORKSHEETS
APPENDIX 7.7: HORIZON YEAR (2040) WITH PROJECT CONDITIONS INTERSECTION OPERATIONS

ANALYSIS WORKSHEETS WITH IMPROVEMENTS
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LIST OF EXHIBITS
EXHIBIT 1-1: LOCATION MAP................................................................................................................ 2 EXHIBIT 1-2: PRELIMINARY SITE PLAN .................................................................................................. 4 EXHIBIT 1-3: LOCATION MAP (1 OF 2)................................................................................................... 8 EXHIBIT 1-3: LOCATION MAP (2 OF 2)................................................ERROR! BOOKMARK NOT DEFINED.

EXHIBIT 1-4: SITE ADJACENT ROADWAY AND SITE RECOMMENDATIONS (1 OF 2) .............................. 12 EXHIBIT 1-4: SITE ADJACENT ROADWAY AND SITE RECOMMENDATIONS (2 OF 2) .............................. 13 EXHIBIT 3-1: EXISTING NUMBER OF THROUGH LANES AND INTERSECTION CONTROLS (1 OF 4)...ERROR! BOOKMARK NOT DEFINED.

EXHIBIT 3-1: EXISTING NUMBER OF THROUGH LANES AND INTERSECTION CONTROLS (2 OF 4).......... 32 EXHIBIT 3-1: EXISTING NUMBER OF THROUGH LANES AND INTERSECTION CONTROLS (3 OF 4).......... 33 EXHIBIT 3-1: EXISTING NUMBER OF THROUGH LANES AND INTERSECTION CONTROLS (4 OF 4).......... 34 EXHIBIT 3-2: CITY OF ONTARIO GENERAL PLAN CIRCULATION ELEMENT............................................. 35 EXHIBIT 3-3: CITY OF ONTARIO GENERAL PLAN ROADWAY CROSS-SECTIONS ..................................... 36 EXHIBIT 3-4: CITY OF EASTVALE GENERAL PLAN CIRCULATION ELEMENT............................................ 38 EXHIBIT 3-5: CITY OF EASTVALE GENERAL PLAN ROADWAY CROSS-SECTIONS .................................... 39 EXHIBIT 3-6: CITY OF ONTARIO TRUCK ROUTES .................................................................................. 40 EXHIBIT 3-7: CITY OF ONTARIO GENERAL PLAN TRAILS AND BIKEWAY SYSTEMS ................................ 41 EXHIBIT 3-8: EASTVALE AREA TRAILS AND BIKEWAYS......................................................................... 42 EXHIBIT 3-9: EXISTING PEDESTRIAN FACILITIES................................................................................... 43 EXHIBIT 3-10: EXISTING TRANSIT ROUTES .......................................................................................... 44 EXHIBIT 3-11: EXISTING (2021) TRAFFIC VOLUMES (1 OF 3) ................................................................ 46 EXHIBIT 3-11: EXISTING (2021) TRAFFIC VOLUMES (2 OF 3) ................................................................ 47 EXHIBIT 3-11: EXISTING (2021) TRAFFIC VOLUMES (3 OF 3) ................................................................ 48 EXHIBIT 4-1: PROJECT (TRUCK) TRIP DISTRIBUTION............................................................................ 57 EXHIBIT 4-2: PROJECT (PASSENGER CAR) TRIP DISTRIBUTION............................................................. 58 EXHIBIT 4-4: PROJECT ONLY TRAFFIC VOLUMES (1 OF 3) .................................................................... 59 EXHIBIT 4-4: PROJECT ONLY TRAFFIC VOLUMES (2 OF 3) .................................................................... 60 EXHIBIT 4-4: PROJECT ONLY TRAFFIC VOLUMES (3 OF 3) .................................................................... 61 EXHIBIT 4-6: CUMULATIVE DEVELOPMENT LOCATION MAP ............................................................... 63 EXHIBIT 4-7: CUMULATIVE ONLY TRAFFIC VOLUMES (1 OF 3)............................................................. 64 EXHIBIT 4-7: CUMULATIVE ONLY TRAFFIC VOLUMES (2 OF 3)............................................................. 65 EXHIBIT 4-7: CUMULATIVE ONLY TRAFFIC VOLUMES (3 OF 3)............................................................. 66 EXHIBIT 5-1: E+P TRAFFIC VOLUMES (1 OF 3)...................................................................................... 74 EXHIBIT 5-1: E+P TRAFFIC VOLUMES (2 OF 3)...................................................................................... 75 EXHIBIT 5-1: E+P TRAFFIC VOLUMES (3 OF 3)...................................................................................... 76 EXHIBIT 6-1: OPENING YEAR CUMULATIVE (2026) WITHOUT PROJECT TRAFFIC VOLUMES (1 OF 3)..... 80 EXHIBIT 6-1: OPENING YEAR CUMULATIVE (2026) WITHOUT PROJECT TRAFFIC VOLUMES (2 OF 3)..... 81 EXHIBIT 6-1: OPENING YEAR CUMULATIVE (2026) WITHOUT PROJECT TRAFFIC VOLUMES (3 OF 3)..... 82 EXHIBIT 6-2: OPENING YEAR CUMULATIVE (2026) WITH PROJECT TRAFFIC VOLUMES (1 OF 3) ........... 83 EXHIBIT 6-2: OPENING YEAR CUMULATIVE (2026) WITH PROJECT TRAFFIC VOLUMES (2 OF 3) ........... 84 EXHIBIT 6-2: OPENING YEAR CUMULATIVE (2026) WITH PROJECT TRAFFIC VOLUMES (3 OF 3) ........... 85 EXHIBIT 7-1: HORIZON YEAR (2040) WITHOUT PROJECT TRAFFIC VOLUMES (1 OF 3) .......................... 90 EXHIBIT 7-1: HORIZON YEAR (2040) WITHOUT PROJECT TRAFFIC VOLUMES (2 OF 3) .......................... 91 EXHIBIT 7-1: HORIZON YEAR (2040) WITHOUT PROJECT TRAFFIC VOLUMES (3 OF 3) .......................... 92 EXHIBIT 7-2: HORIZON YEAR (2040) WITH PROJECT TRAFFIC VOLUMES (1 OF 3)................................. 93 EXHIBIT 7-2: HORIZON YEAR (2040) WITH PROJECT TRAFFIC VOLUMES (2 OF 3)................................. 94 3759
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LIST OF TABLES
TABLE 1-1: INTERSECTION ANALYSIS LOCATIONS ................................................................................. 6 TABLE 1-2: SUMMARY OF DEFICIENT INTERSECTIONS BY ANALYSIS SCENARIO..................................... 9 TABLE 1-3: SUMMARY OF IMPROVEMENTS RECOMMENDED TO MEET CITY OF ONTARIO OR SURROUNDING AGENCY LOS REQUIREMENTS.................................................................................... 21 TABLE 2-1: SIGNALIZED INTERSECTION LOS THRESHOLDS................................................................... 24 TABLE 2-2: UNSIGNALIZED INTERSECTION LOS THRESHOLDS.............................................................. 25 TABLE 2-3: UNSIGNALIZED INTERSECTION LOCATIONS ....................................................................... 27 TABLE 2-6: DEFICIENCY CRITERIA........................................................................................................ 29 TABLE 3-1: INTERSECTION ANALYSIS FOR EXISTING (2021) CONDITIONS ............................................ 49 TABLE 4-1: PROJECT TRIP GENERATION RATES ................................................................................... 52 TABLE 4-2: PROJECT TRIP GENERATION SUMMARY (ACTUAL) ............................................................ 53 TABLE 4-3: PROJECT TRIP GENERATION SUMMARY (PCE)................................................................... 54 TABLE 4-4: CUMULATIVE DEVELOPMENT LAND USE SUMMARY (1 OF 4)............................................ 67 TABLE 4-4: CUMULATIVE DEVELOPMENT LAND USE SUMMARY (2 OF 4)............................................ 68 TABLE 4-4: CUMULATIVE DEVELOPMENT LAND USE SUMMARY (3 OF 4)............................................ 69 TABLE 4-4: CUMULATIVE DEVELOPMENT LAND USE SUMMARY (4 OF 4)............................................ 70 TABLE 5-1: INTERSECTION ANALYSIS FOR E+P CONDITIONS (1 OF 2)................................................... 77 TABLE 5-1: INTERSECTION ANALYSIS FOR E+P CONDITIONS (2 OF 2)................................................... 78 TABLE 6-1: INTERSECTION ANALYSIS FOR OPENING YEAR CUMULATIVE (2026) CONDITIONS (1 OF 2) 87 TABLE 6-1: INTERSECTION ANALYSIS FOR OPENING YEAR CUMULATIVE (2026) CONDITIONS (2 OF 2) 88 TABLE 7-1: INTERSECTION ANALYSIS FOR HORIZON YEAR (2040) CONDITIONS (1 OF 2)...................... 97 TABLE 7-1: INTERSECTION ANALYSIS FOR HORIZON YEAR (2040) CONDITIONS (2 OF 2)...................... 98 TABLE 7-2: INTERSECTION ANALYSIS FOR HORIZON YEAR (2040) CONDITIONS WITH IMPROVEMENTS .......................................................................................................................................................... 99 TABLE 8-1: ESTIMATED FEE OBLIGATION.......................................................................................... 102 TABLE 8-2: PROJECT FAIR SHARE CALCULATIONS FOR INTERSECTIONS ............................................. 103 3761
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LIST OF ABBREVIATED TERMS
(1) Reference
ADT Average Daily Traffic
CAMUTCD California Manual on Uniform Traffic Control Devices Caltrans California Department of Transportation
CCI Construction Cost Index
CMP Congestion Management Program
DIF Development Impact Fee
E+P Existing Plus Project
HCM Highway Capacity Manual
ITE Institute of Transportation Engineers
LOS Level of Service
NCHRP National Cooperative Highway Research Program
PCE Passenger Car Equivalents
PHF Peak Hour Factor
Project California Logistics Center
RTP Regional Transportation Plan
SBCTA San Bernardino County Transportation Authority
SBTAM San Bernardino Transportation Analysis Model
SCAG Southern California Association of Governments
SCAQMD South Coast Air Quality Management District
SCS Sustainable Communities Strategy
SHS State Highway System
SR State Route
TA Traffic Analysis
v/c Volume to Capacity
vphgpl Vehicles per Hour Green per Lane
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1 1 INTRODUCTION
This report presents the results of the traffic analysis (TA) for the proposed California Logistics Center (“Project”), which is located on the southeast corner of Haven Avenue and E. Airport Drive in the City of Ontario. The Project’s location relative to the surrounding area is shown on Exhibit 1-1.

The purpose of this TA is to evaluate the potential circulation system deficiencies that may result from the development of the proposed Project, and where necessary recommend improvements to achieve acceptable operations consistent with General Plan level of service goals and policies.

This traffic study has been prepared in accordance with the San Bernardino County Congestion Management Program (CMP) Guidelines for CMP Traffic Impact Analysis Reports (Appendix B, 2016 Update) and consultation with City staff during the traffic study scoping process. (1) The City approved Project Traffic Study Scoping agreement is provided in Appendix 1.1 of this TA.

1.1 SUMMARY OF FINDINGS
The Project is to construct the following improvements as design features in conjunction with development of the site:
• Project to install stop sign for egress traffic from the proposed Project at all driveway locations. • Airport Drive, Commerce Parkway, Haven Avenue, La Salle Street, Carnegie Avenue, Santa Ana Street, Jurupa Avenue, Doubleday Avenue, and Dupont Avenue are currently constructed at its ultimate full-width consistent with the City’s standards. Project to construct curb-and gutter and sidewalk improvements along the Project boundary.

Additional details and intersection lane geometrics are provided in Section 1.6 Recommendations of this report.
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2 EXHIBIT 1-1: LOCATION MAP
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3 1.2 PROJECT OVERVIEW
Exhibit 1-2 illustrates the preliminary Project site plan. For the purposes of this TA, the Project has been assumed to be developed in a single phase and anticipated to be fully built and operational by 2026. For purposes of this analysis, the following mix of industrial/warehousing land uses are assumed for the Project:
• 642,368 square feet of high-cube cold storage warehouse use (15% of the total square footage) • 3,640,082 square feet of high-cube fulfillment center warehouse use (85% of the total square footage)
• Total of 4,282,450 square feet
Access to the proposed Project would be provided to the surrounding roadways of Haven Avenue, E. Airport Drive, Carnegie Avenue, Commerce Parkway, Doubleday Avenue, Dupont Avenue, La Salle Street, Santa Ana Street, and Jurupa Avenue.

Trips generated by the Project’s proposed land uses have been estimated based on trip generation rates collected by the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition, 2021. (3) The proposed Project is anticipated to generate a total of 7,980 trip-ends per day, 613 AM peak hour trips, and 644 PM peak hour trips (in actual vehicles). The assumptions and methods used to estimate the Project’s trip generation characteristics are discussed in greater detail in Section 4.1 Project Trip Generation of this report.

1.3 ANALYSIS SCENARIOS
For the purposes of this traffic study, potential deficiencies to traffic and circulation have been assessed for each of the following conditions:
• Existing (2021)
• Existing plus Project (E+P)
• Opening Year Cumulative (2026) Without Project
• Opening Year Cumulative (2026) With Project
• Horizon Year (2040) Without Project
• Horizon Year (2040) With Project
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4 EXHIBIT 1-2: PRELIMINARY SITE PLAN
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5 1.3.1 EXISTING (2021) CONDITIONS
Information for Existing (2021) conditions is disclosed to represent the baseline traffic conditions as they existed at the time this report was prepared. See Section 3.7 Existing Traffic Counts for a detailed discussion on the methodology.

1.3.2 EXISTING PLUS PROJECT CONDITIONS
The Existing plus Project (E+P) analysis determines traffic deficiencies that would occur on the existing roadway system with the addition of Project traffic. E+P traffic conditions have been evaluated in order to determine any potential off-site improvements.

1.3.3 OPENING YEAR CUMULATIVE (2026) CONDITIONS
The Opening Year Cumulative conditions analysis determines the potential near-term cumulative circulation system deficiencies. To account for background traffic growth, traffic associated with other known cumulative development projects in conjunction with an ambient growth factor from Existing conditions of 2% per year (compounded annually over four years) are included for Opening Year Cumulative (2026) traffic conditions. Opening Year Cumulative traffic conditions have been evaluated for the proposed Project. This comprehensive list was compiled from information provided by the City of Ontario and other near-by agencies.

1.3.4 HORIZON YEAR (2040) CONDITIONS
Traffic projections for Horizon Year (2040) with Project conditions were derived from the San Bernardino Transportation Analysis Model (SBTAM), which represents the 2040 forecast year of the City of Ontario. The Horizon Year (2040) conditions analysis will be utilized to determine if improvements funded through regional transportation mitigation fee programs, such as the City’s Development Impact Fee (DIF) program, or other approved funding mechanisms can accommodate the long-range cumulative traffic at the target level of service (LOS) identified by the City of Ontario (lead agency). It should be noted that the City of Ontario has updated their DIF program to also include appropriate contributions towards regionally significant improvements that have been identified via the San Bernardino County CMP regional fee program study. If the planned and funded improvements can provide the target LOS, then the Project’s payment into established fee programs will be considered as an improvement to address deficiencies. Other improvements needed beyond the “funded” improvements (such as localized improvements to non-DIF facilities) are identified as such.

1.4 STUDY AREA
To ensure that this TA satisfies the City of Ontario’s traffic study requirements, Urban Crossroads, Inc. prepared a project traffic study scoping package for review by City staff prior to the preparation of this report. The Agreement provides an outline of the Project study area, trip generation, trip distribution, and analysis methodology. 3769
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6 1.4.1 INTERSECTIONS
The following 55 study area intersections shown on Exhibit 1-3 and listed on Table 1-1 were selected for this TA based on consultation with City of Ontario staff. The “50 peak hour trip” criterion utilized by the City of Ontario is consistent with the methodology employed by the County of San Bernardino, and generally represents a minimum number of trips at which a typical intersection would have the potential to be affected by a given development proposal. Although each intersection may have unique operating characteristics, this traffic engineering rule of thumb is a widely utilized tool for estimating a potential area of influence (i.e., study area). The “50 peak hour trip” criterion is also utilized by the City of Eastvale. Other analysis intersections, within the adjacent cities were not selected for evaluation as the Project is anticipated to contribute less than 50 peak hour trips.

TABLE 1-1: INTERSECTION ANALYSIS LOCATIONS
ID Intersection Location Jurisdiction SBCTA CMP?
1 Haven Av. & Inland Empire Bl. Ontario No
2 Haven Av. & I-10 WB Ramps Ontario, Caltrans No
3 Haven Av. & I-10 EB Ramps Ontario, Caltrans No
4 Haven Av. & E. Guasti Rd. Ontario No
5 Haven Av. & E. Airport Dr. Ontario No
6 Haven Av. & Driveway 1 Ontario No
7 Haven Av. & Driveway 2 Ontario No
8 Haven Av. & La Salle St. Ontario No
9 Haven Av. & Jurupa Av. Ontario No
10 Haven Av. & Mission Bl. Ontario No
11 Haven Av. & SR-60 WB Ramps Ontario, Caltrans No
12 Haven Av. & SR-60 EB Ramps Ontario, Caltrans No
13 Driveway 3 & E. Airport Dr. Ontario No
14 Driveway 4 & E. Airport Dr. Ontario No
15 Driveway 5 & E. Airport Dr. Ontario No
16 Driveway 6 & La Salle St. Ontario No
17 Driveway 7 & La Salle St. Ontario No
18 Driveway 8 & La Salle St. Ontario No
19 Driveway 9 & La Salle St. Ontario No
20 Driveway 10 & Jurupa Av. Ontario No
21 Driveway 11 & Jurupa Av. Ontario No
22 Carnegie Av. & E. Airport Dr. Ontario No
23 Carnegie Av. & Driveway 12 Ontario No
24 Carnegie Av. & Driveway 13 Ontario No
25 Carnegie Av. & Driveway 14 Ontario No
26 Carnegie Av. & Driveway 15/Santa Ana St. Ontario No
27 Carnegie Av. & Driveway 16 Ontario No
28 Carnegie Av. & Driveway 17 Ontario No
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7 ID Intersection Location Jurisdiction SBCTA CMP?
29 Carnegie Av. & La Salle St. Ontario No
30 Carnegie Av. & Driveway 18 Ontario No
31 Carnegie Av. & Jurupa Av. Ontario No
32 Driveway 19 & Santa Ana St. Ontario No
33 Driveway 20 & Santa Ana St. Ontario No
34 Commerce Pkwy. & Driveway 21 Ontario No
35 Commerce Pkwy. & Driveway 22 Ontario No
36 Commerce Pkwy. & Driveway 23 Ontario No
37 Commerce Pkwy. & Santa Ana St. Ontario No
38 Commerce Pkwy. & Driveway 24 Ontario No
39 Commerce Pkwy. & Driveway 25 Ontario No
40 Commerce Pkwy. & Driveway 26 Ontario No
41 Commerce Pkwy. & Jurupa Av. Ontario No
42 Driveway 27 & Santa Ana St. Ontario No
43 Driveway 28 & Santa Ana St. Ontario No
44 Doubleday Av. & Driveway 29 Ontario No
45 Doubleday Av. & Santa Ana St. Ontario No
46 Driveway 30 & Doubleday Av. Ontario No
47 Dupont Av. & Santa Ana St. Ontario No
48 Dupont Av. & Doubleday Av. Ontario No
49 Dupont Av. & Driveway 31 Ontario No
50 Dupont Av. & Jurupa Av. Ontario No
51 Milliken Av. & E. Airport Dr. Ontario No
52 Milliken Av. & Jurupa Av. Ontario No
53 Milliken Av. & Mission Bl. Ontario, Eastvale No
54 I-15 SB Ramps & Jurupa Av. Ontario, Caltrans No
55 I-15 NB Ramps & Jurupa Av. Ontario, Caltrans No
The intent of a CMP is to more directly link land use, transportation, and air quality, thereby prompting reasonable growth management programs that will effectively utilize new transportation funds, alleviate traffic congestion and related deficiencies, and improve air quality. Counties within California have developed CMPs with varying methods and strategies to meet the intent of the CMP legislation. Study area intersections that are identified as CMP facilities in the County of San Bernardino per the San Bernardino County Transportation Authority (SBCTA) CMP are indicated on Table 1-1. (1)
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8 EXHIBIT 1-3: LOCATION MAP
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9 1.5 PROJECT DEFICIENCIES
This section provides a summary of Project deficiencies. Section 2 Methodologies provides information on the methodologies used in the analysis and Section 5 E+P Traffic Analysis, Section 6 Opening Year Cumulative (2026), and Section 7 Horizon Year (2040) Traffic Analysis includes the detailed analysis. A summary of LOS results for all analysis scenarios is presented on Table 1-2.

1.5.1 EXISTING (2021) CONDITIONS
The existing study area intersections are currently operating at acceptable LOS during the peak hours.

1.5.2 E+P CONDITIONS
There are no study area intersections anticipated to operate at an unacceptable LOS with the addition of Project traffic.

1.5.3 OPENING YEAR CUMULATIVE (2026) CONDITIONS
There are no study area intersections are anticipated to operate at an unacceptable LOS. No study area intersections are anticipated to operate at a deficient LOS during one or both peak hours for Opening Year Cumulative (2026) With Project traffic conditions with the addition of Project Buildout traffic.

1.5.4 HORIZON YEAR (2040) CONDITIONS
There are no study area intersections are anticipated to operate at an unacceptable LOS under Horizon Year (2040) Without Project traffic conditions.

The following study area intersections are anticipated to operate at a deficient LOS during one or both peak hours for Horizon Year (2040) With Project traffic conditions with the addition of Project traffic:
• Driveway 3 & E. Airport Dr. (#13) – LOS F PM peak hour only • Milliken Av. & Mission Bl. (#53) – LOS E AM peak hour; LOS F PM peak hour 3773
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10 TABLE 1-2: SUMMARY OF DEFICIENT INTERSECTIONS BY ANALYSIS SCENARIO 3774
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11 1.6 RECOMMENDATIONS

1.6.1 SITE ACCESS AND SITE ADJACENT ROADWAY RECOMMENDATIONS The following recommendations are based on the improvements needed to accommodate site access. Exhibit 1-4 shows the site adjacent recommendations for off-site improvement recommendations.

Recommendation 1 – Haven Av. & E. Airport Dr. (#5) – Maintain the existing traffic control and lane geometrics.

Recommendation 2 – Haven Av. & Driveway 1 (#6) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the westbound approach and a right turn only lane.

Recommendation 3 – Haven Av. & Driveway 2 (#7) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the westbound approach and a right turn only lane.

Recommendation 4 – Haven Av. & La Salle St. (#8) – Maintain the existing traffic control and lane geometrics.

Recommendation 5 – Haven Av. & Jurupa Av. (#9) – Maintain the existing traffic control and lane geometrics.

Recommendation 6 – Driveway 3 & E. Airport Dr. (#13) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the northbound approach and a shared left-through-right turn lane.
• Project to construct a westbound left turn lane.

Recommendation 7 – Driveway 4 & E. Airport Dr. (#14) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the northbound approach and a right turn only lane.

Recommendation 8 – Driveway 5 & E. Airport Dr. (#15) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the northbound approach and a right turn only lane.

Recommendation 9 – Driveway 6 & La Salle St. (#16) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the northbound and southbound approaches, and a shared leftthrough-right turn lane on both approaches. • Project to utilize the existing two-way-left-turn lane for inbound left turn movements. 3775
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12 EXHIBIT 1-4: SITE ADJACENT ROADWAY AND SITE RECOMMENDATIONS (1 OF 2) 3776
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13 EXHIBIT 1-4: SITE ADJACENT ROADWAY AND SITE RECOMMENDATIONS (2 OF 2)

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14 Recommendation 10 – Driveway 7 & La Salle St. (#17) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the northbound approach and a shared left-right turn lane. • Project to utilize the existing two-way-left-turn lane for inbound left turn movements.

Recommendation 11 – Driveway 8 & La Salle St. (#18) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the southbound approach and a shared left-right turn lane. • Project to utilize the existing two-way-left-turn lane for inbound left turn movements.

Recommendation 12 – Driveway 9 & La Salle St. (#19) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the southbound approach and a shared left-right turn lane. • Project to utilize the existing two-way-left-turn lane for inbound left turn movements.

Recommendation 13 – Driveway 10 & Jurupa Av. (#20) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the southbound approach and a right turn only lane.

Recommendation 14 – Driveway 11 & Jurupa Av. (#21) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the southbound approach and a right turn only lane.

Recommendation 15 – Carnegie Av. & E. Airport Dr. (#22) – Maintain the existing traffic control and lane geometrics.

Recommendation 16 – Carnegie Av. & Driveway 12 (#23) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the eastbound and westbound approaches, and a shared leftthrough-right turn lane on both approaches. • Project to utilize the existing two-way-left-turn lane for inbound left turn movements.

Recommendation 17 – Carnegie Av. & Driveway 13 (#24) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the westbound approach and a shared left-right turn lane. • Project to utilize the existing two-way-left-turn lane for inbound left turn movements.

Recommendation 18 – Carnegie Av. & Driveway 14 (#25) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the eastbound approach and a shared left-right turn lane. • Project to utilize the existing two-way-left-turn lane for inbound left turn movements. 3778
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15 Recommendation 19 – Carnegie Av. & Driveway 15/Santa Ana St. (#26) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the eastbound approach and a shared left-through-right turn lane.
• Project to construct a northbound left turn lane in the two-way-left-turn lane medium. • Project to restripe the westbound left-right turn lane to a shared a shared left-through-right turn lane.

Recommendation 20 – Carnegie Av. & Driveway 16 (#27) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the eastbound approach and a shared left-right turn lane. • Project to utilize the existing two-way-left-turn lane for inbound left turn movements.

Recommendation 21 – Carnegie Av. & Driveway 17 (#28) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the eastbound approach and a shared left-right turn lane. • Project to utilize the existing two-way-left-turn lane for inbound left turn movements.

Recommendation 22 – Carnegie Av. & La Salle St. (#29) – Maintain the existing traffic control and lane geometrics.

Recommendation 23 – Carnegie Av. & Driveway 18 (#30) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the westbound approach and a shared left-right turn lane. • Project to utilize the existing two-way-left-turn lane for inbound left turn movements.

Recommendation 24 – Driveway 19 & Santa Ana St. (#32) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the northbound and southbound approaches, and a shared leftthrough-right turn lane on both approaches. • Project to utilize the existing two-way-left-turn lane for inbound left turn movements.

Recommendation 25 – Driveway 20 & Santa Ana St. (#33) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the northbound and southbound approaches, and a shared leftthrough-right turn lane on both approaches. • Project to utilize the existing two-way-left-turn lane for inbound left turn movements.

Recommendation 26 – Commerce Pkwy. & Driveway 21 (#34) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the eastbound approach and a right turn only lane. 3779
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16 Recommendation 27 – Commerce Pkwy. & Driveway 22 (#35) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the eastbound approach and a right turn only lane.

Recommendation 28 – Commerce Pkwy. & Driveway 23 (#36) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the westbound approach and a right turn only lane.

Recommendation 29 – Commerce Pkwy. & Santa Ana St. (#37) – Maintain the existing traffic control and lane geometrics.

Recommendation 30 – Commerce Pkwy. & Driveway 24 (#38) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the eastbound approach and a right turn only lane.

Recommendation 31 – Commerce Pkwy. & Driveway 25 (#39) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the westbound approach and a right turn only lane.

Recommendation 32 – Commerce Pkwy. & Driveway 26 (#10) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the westbound approach and a right turn only lane.

Recommendation 33 – Commerce Pkwy. & Jurupa Av. (#41) – Maintain the existing traffic control and lane geometrics.

Recommendation 34 – Driveway 27 & Santa Ana St. (#42) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the northbound and southbound approaches, and a shared leftthrough-right turn lane on both approaches. • Project to utilize the existing two-way-left-turn lane for inbound left turn movements.

Recommendation 35 – Driveway 28 & Santa Ana St. (#43) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the northbound and southbound approaches, and a shared leftthrough-right turn lane on both approaches. • Project to utilize the existing two-way-left-turn lane for inbound left turn movements.

Recommendation 36 – Doubleday Av. & Driveway 29 (#44) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the eastbound approach and a shared left-right turn lane. • Project to utilize the existing two-way-left-turn lane for inbound left turn movements. 3780
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17 Recommendation 37 – Doubleday Av. & Santa Ana St. (#45) – Maintain the existing traffic control and lane geometrics.

Recommendation 38 – Driveway 30 & Doubleday Av. (#46) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the northbound approach and a shared left-right turn lane. • Project to utilize the existing two-way-left-turn lane for inbound left turn movements.

Recommendation 39 – Dupont Av. & Doubleday Av. (#48) – Maintain the existing traffic control and lane geometrics.

Recommendation 40 – Dupont Av. & Driveway 31 (#49) – The following improvement is necessary to accommodate site access:
• Project to install a stop control on the eastbound approach and a shared left-right turn lane. • Project to utilize the existing two-way-left-turn lane for inbound left turn movements.

Recommendation 41 – Dupont Av. & Jurupa Av. (#50) – Maintain the existing traffic control and lane geometrics.

Recommendation 42 – Airport Drive is an east-west oriented roadway located on the Project’s northern boundary. Airport Drive is currently constructed at its ultimate full-width as a Principal Arterial (120-foot right-of-way) from the Project’s western boundary to Carnegie Avenue consistent with the City’s standards. Project to construct curb-and gutter and sidewalk improvements along the Project boundary.

Recommendation 43 – Commerce Parkway is a north-south oriented roadway bisected by the Project. Commerce Parkway is currently constructed at its ultimate full-width as a Principal Arterial (120-foot right-of-way) from Carnegie Avenue to Jurupa Street consistent with the City’s standards. Project to construct curb-and gutter and sidewalk improvements along the Project boundary.

Recommendation 44 – Haven Avenue is a north-south oriented roadway located on the Project’s western boundary. Haven Avenue is currently constructed at its ultimate full-width as a Principal Arterial from Airport Drive to Jurupa Street consistent with the City’s standards. Project to construct curb-and gutter and sidewalk improvements along the Project boundary.

Recommendation 45 – La Salle Street is an east-west oriented roadway bisected by the Project.

La Salle Street is currently constructed at its ultimate full-width as a Collector (88-foot right-ofway) from Haven Avenue to Carnegie Avenue consistent with the City’s standards. Project to construct curb-and gutter and sidewalk improvements along the Project boundary.

Recommendation 46 – Carnegie Avenue is a north-south oriented roadway bisected by the Project. Carnegie Avenue is currently constructed at its ultimate full-width as a Collector (88- foot right-of-way) from Airport Drive to the Project’s southern boundary consistent with the City’s standards. Project to construct curb-and gutter and sidewalk improvements along the Project boundary.
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18 Recommendation 47 – Santa Ana Street is an east-west oriented roadway bisected by the Project. Santa Ana Street is currently constructed at its ultimate full-width as an Other Principal Arterial (100-foot right-of-way) from Carnegie Avenue to Doubleday Avenue consistent with the City’s standards. Project to construct curb-and gutter and sidewalk improvements along the Project boundary.

Recommendation 48 – Jurupa Avenue is an east-west oriented roadway located on the Project’s southern boundary. Jurupa Avenue is currently constructed at its ultimate full-width as a Principal Arterial (120-foot right-of-way) from Haven Avenue to Dupont Avenue consistent with the City’s standards. Project to construct curb-and gutter and sidewalk improvements along the Project boundary.

Recommendation 49 – Doubleday Avenue is a north-south oriented roadway located on the Project’s northern boundary. Doubleday Avenue is currently constructed at its ultimate fullwidth as a Collector (88-foot right-of-way) from Santa Ana Street to Dupont Avenue consistent with the City’s standards. Project to construct curb-and gutter and sidewalk improvements along the Project boundary.

Recommendation 50 – Dupont Avenue is a north-south oriented roadway located on the Project’s eastern boundary. Dupont Avenue is currently constructed at its ultimate full-width as a Collector (88-foot right-of-way) from Doubleday Avenue to Jurupa Street consistent with the City’s standards. Project to construct curb-and gutter and sidewalk improvements along the Project boundary.

On-site traffic signing and striping should be implemented agreeable with the provisions of the California Department of Transportation (Caltrans) California Manual on Uniform Traffic Control Devices (CA MUTCD) and in conjunction with detailed construction plans for the Project site.

Sight distance at each project access point should be reviewed with respect to standard Caltrans and City of Ontario sight distance standards at the time of preparation of final grading, landscape, and street improvement plans.

1.6.2 OFF-SITE RECOMMENDATIONS
The recommended improvements needed to address the cumulative deficiencies identified under Horizon Year (2040) traffic conditions are summarized in Table 1-3. For those improvements listed in Table 1-3 and not constructed as part of the Project, the Project Applicant’s responsibility for the Project’s contributions towards deficient intersections is fulfilled through payment of fees (e.g., DIF) or fair share that would be assigned to construction of the identified recommended improvements. Please refer to Section 8 Local and Regional Funding Mechanisms.

Table 1-3 also summarizes the applicable cost associated with each of the recommended improvements based on the preliminary construction cost estimates found in Appendix G of the San Bernardino County CMP in conjunction with a cost escalation factor of 1.71 to reflect current (2021) costs. A rough order of magnitude cost has been prepared to determine the appropriate contribution value based upon the Project’s fair share of traffic as part of the project approval 3782
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19 process. Based on the Project fair share percentages, the Project’s fair share cost is estimated at $1,765. These estimates are a rough order of magnitude only as they are intended only for disclosure purposes and do not imply any legal responsibility or formula for contributions or mitigation.

Recommendation 51 – Prior to the issuance of building permits, the Project Applicant shall pay the Project’s fair share amount of $1,765 for the improvements identified in Table 1-3 at intersections located within the City of Ontario, or as agreed to by the City and Project Applicant.

1.7 TRUCK ACCESS AND CIRCULATION
A truck turning template has been overlaid on the site plan at the applicable driveways, which are anticipated to be utilized by heavy trucks, in order to determine the appropriate curb radii and to verify that trucks will have sufficient space to execute turning maneuvers. For the purposes of this evaluation, the WB-67 class truck template has been utilized. WB-67 class trucks are approximately 73.5 feet in length with a trailer length of 53-feet.

The proposed truck access for the site and circulation can be found in Appendix 1.3. As shown on Appendix 1.3, the following modifications are recommended to accommodate the ingress and egress of trucks:
• Driveway 2 on Haven Avenue should be modified to widen the driveway to 50-feet wide by relocating the southern curb of the drive aisle to the south and provide a 40‐foot radius on the northeast and southeast curbs.
• Driveway 4 on E. Airport Drive should be modified to relocate the eastern curb of the drive aisle 5‐feet to the east, provide a 45‐foot radius on the southwest curb, and provide a 40‐foot radius on the southeast curb.
• Driveway 5 on E. Airport Drive should be modified to widen the driveway to 45-feet wide by relocating the western curb of the drive aisle 5‐feet to the west, provide a 45‐foot radius on the southwest curb, and provide a 40‐foot radius on the southeast curb. • Driveway 6 on La Salle Street should be modified to widen the driveway to 50-feet wide, provide a 40-foot radius on the northwest curb, and provide a 45‐foot radius on the northeast curb. • Driveway 7 on La Salle Street should be modified to widen the driveway to 50-feet wide, provide a 40-foot radius on the southwest curb, and provide a 45‐foot radius on the southeast curb. • Driveway 8 on La Salle Street should be modified to widen the driveway to 50-feet wide, provide a 40-foot radius on the southwest curb, and provide a 45‐foot radius on the southeast curb. • Driveway 9 on La Salle Street should be modified to widen the driveway to 50-feet wide, provide a 45-foot radius on the northwest curb, and provide a 40‐foot radius on the northeast curb. • Driveway 11 on Jurupa Avenue modified to provide a 40-foot radius on the northwest curb and a 45‐foot radius on the northeast curb.
• Driveway 16 on Carnegie Avenue should be modified to widen the driveway to 65-feet wide by relocating the northern and southern curb of the drive aisle, relocate the on-site median 30 feet to the west, and provide a 40‐foot radius on the southwest curb. • Driveway 20 on Santa Ana Street should be modified to provide a 40-foot radius on the southwest and southeast curbs.
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20 • Driveway 22 on Commerce Parkway should be modified to widen the driveway to 68-feet wide by relocating the northern and southern curb of the drive aisle and provide a 40‐foot radius on the northwest curb.
• Driveway 24 on Commerce Parkway should be modified to provide a 35-foot radius on the northwest curb.
• Driveway 25 on Commerce Parkway should be modified to widen the driveway by relocating the southern curb of the drive aisle to the south by 24-feet and relocate the on-site median 30 feet to the east.
• Driveway 28 on Santa Ana Street should be modified to provide a 40-foot radius on the northeast curb.
• Driveway 29 on Doubleday Avenue should be modified to widen the driveway to 50-feet wide by relocating the southern curb of the drive aisle to the south and provide a 40-foot radius on the northwest and southwest curbs.
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21 TABLE 1-3: SUMMARY OF IMPROVEMENTS RECOMMENDED TO MEET CITY OF ONTARIO OR SURROUNDING AGENCY LOS REQUIREMENTS 3785
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22 This Page Intentionally Left Blank
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23 2 METHODOLOGIES
This section of the report presents the methodologies used to perform the traffic analyses summarized in this report. The methodologies described are consistent with City of Ontario’s Traffic Study Guidelines.

2.1 LEVEL OF SERVICE
Traffic operations of roadway facilities are described using the term "Level of Service" (LOS). LOS is a qualitative description of traffic flow based on several factors such as speed, travel time, delay, and freedom to maneuver. Six levels are typically defined ranging from LOS A, representing completely free-flow conditions, to LOS F, representing breakdown in flow resulting in stop-and-go conditions. LOS E represents operations at or near capacity, an unstable level where vehicles are operating with the minimum spacing for maintaining uniform flow.

2.2 INTERSECTION CAPACITY ANALYSIS
The definitions of LOS for interrupted traffic flow (flow restrained by the existence of traffic signals and other traffic control devices) differ slightly depending on the type of traffic control.

The LOS is typically dependent on the quality of traffic flow at the intersections along a roadway.

The 6th Edition Highway Capacity Manual (HCM) methodology expresses the LOS at an intersection in terms of delay time for the various intersection approaches. (4) The HCM uses different procedures depending on the type of intersection control.

2.2.1 SIGNALIZED INTERSECTIONS
City of Ontario and City of Eastvale
The City of Ontario and the City of Eastvale require signalized intersection operations analysis based on the methodology described in the HCM. (4) Intersection LOS operations are based on an intersection’s average control delay. Control delay includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. For signalized intersections LOS is directly related to the average control delay per vehicle and is correlated to a LOS designation as described on Table 2-1.
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24 TABLE 2-1: SIGNALIZED INTERSECTION LOS THRESHOLDS
Description
Average Control
Delay (Seconds),
V/C ≤ 1.0
Level of
Service, V/C ≤

1.0 Level of
Service, V/C >

1.0 Operations with very low delay occurring with favorable progression and/or short cycle length. 0 to 10.00 A F
Operations with low delay occurring with good
progression and/or short cycle lengths. 10.01 to 20.00 B F Operations with average delays resulting from fair
progression and/or longer cycle lengths. Individual cycle failures begin to appear.

20.01 to 35.00 C F
Operations with longer delays due to a combination of
unfavorable progression, long cycle lengths, or high V/C ratios. Many vehicles stop and individual cycle failures are noticeable.

35.01 to 55.00 D F
Operations with high delay values indicating poor
progression, long cycle lengths, and high V/C ratios.

Individual cycle failures are frequent occurrences. This is considered to be the limit of acceptable delay.

55.01 to 80.00 E F
Operation with delays unacceptable to most drivers
occurring due to over saturation, poor progression, or
very long cycle lengths.

80.01 and up F F
Source: HCM (6th Edition)
Consistent with Appendix B of the San Bernardino County CMP, the following saturation flow rates, in vehicles per hour green per lane (vphgpl), will be utilized in the traffic analysis for signalized intersections:

Existing and Opening Year Cumulative Traffic Conditions:
• Exclusive through: 1800 vphgpl
• Exclusive left: 1700 vphgpl
• Exclusive right: 1800 vphgpl
• Exclusive dual left: 1600 vphgpl
• Exclusive triple left: 1500 vphgpl
Horizon Year (2040) Traffic Conditions:
• Exclusive through: 1900 vphgpl
• Exclusive left: 1800 vphgpl
• Exclusive dual left: 1700 vphgpl
• Exclusive right: 1900 vphgpl
• Exclusive dual right: 1800 vphgpl
• Exclusive triple left: 1600 vphgpl or less
The traffic modeling and signal timing optimization software package Synchro (Version 11) has been utilized to analyze signalized intersections within the City of Ontario and City of Eastvale. 3788
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25 Synchro is a macroscopic traffic software program that is based on the signalized intersection capacity analysis as specified in the HCM. Macroscopic level models represent traffic in terms of aggregate measures for each movement at the study intersections. Equations are used to determine measures of effectiveness such as delay and queue length. The level of service and capacity analysis performed by Synchro takes into consideration optimization and coordination of signalized intersections within a network.

The peak hour traffic volumes have been adjusted using a peak hour factor (PHF) to reflect peak 15- minute volumes. Common practice for LOS analysis is to use a peak 15-minute rate of flow.

However, flow rates are typically expressed in vehicles per hour. The PHF is the relationship between the peak 15-minute flow rate and the full hourly volume (e.g., PHF = [Hourly Volume] / [4 x Peak 15-minute Flow Rate]). The use of a 15-minute PHF produces a more detailed analysis as compared to analyzing vehicles per hour. Existing PHFs have been used for all analysis scenarios. Per the HCM, PHF values over 0.95 often are indicative of high traffic volumes with capacity constraints on peak hour flows while lower PHF values are indicative of greater variability of flow during the peak hour. (4)

2.2.2 UNSIGNALIZED INTERSECTIONS
The City of Ontario and City of Eastvale require the operations of unsignalized intersections be evaluated using the methodology described in the HCM. (4) The LOS rating is based on the weighted average control delay expressed in seconds per vehicle (see Table 2-2).

TABLE 2-2: UNSIGNALIZED INTERSECTION LOS THRESHOLDS
Description
Average Control
Delay Per Vehicle
(Seconds)
Level of
Service, V/C
≤ 1.0
Level of
Service, V/C
> 1.0
Little or no delays. 0 to 10.00 A F
Short traffic delays. 10.01 to 15.00 B F
Average traffic delays. 15.01 to 25.00 C F
Long traffic delays. 25.01 to 35.00 D F
Very long traffic delays. 35.01 to 50.00 E F
Extreme traffic delays with intersection capacity exceeded. > 50.00 F F Source: HCM (6th Edition)
At two-way or side-street stop-controlled intersections, LOS is calculated for each controlled movement and for the left turn movement from the major street, as well as for the intersection as a whole. For approaches composed of a single lane, the delay is computed as the average of all movements in that lane. Per HCM, the worst individual turning movement (typically on the side-street) is reported for the overall intersection’s delay at cross-street stop-controlled intersections. For all-way stop controlled intersections, LOS is computed for the intersection as a whole.

2.3 TRAFFIC SIGNAL WARRANT ANALYSIS METHODOLOGY
The term "signal warrants" refers to the list of established criteria used by Caltrans and other public agencies to quantitatively justify or ascertain the potential need for installation of a traffic 3789
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26 signal at an otherwise unsignalized intersection. This TA uses the signal warrant criteria presented in the latest edition of the Caltrans California Manual on Uniform Traffic Control Devices (CA MUTCD). (5)
The signal warrant criteria for Existing study area intersections are based upon several factors, including volume of vehicular and pedestrian traffic, frequency of accidents, and location of school areas. The CA MUTCD indicates that the installation of a traffic signal should be considered if one or more of the signal warrants are met. (5) Specifically, this TA utilizes the Peak Hour Volume-based Warrant 3 as the appropriate representative traffic signal warrant analysis for existing traffic conditions. Warrant 3 is appropriate to use for this TA because it provides specialized warrant criteria for intersections with rural characteristics (e.g., located in communities with populations of less than 10,000 persons or with adjacent major streets operating above 40 miles per hour). For the purposes of this study, the speed limit was the basis for determining whether Urban or Rural warrants were used for a given intersection.

Future intersections that do not currently exist have been assessed regarding the potential need for new traffic signals based on future average daily traffic (ADT) volumes, using the Caltrans planning level ADT-based signal warrant analysis worksheets.

Traffic signal warrant analyses were performed for the following study area intersection shown on Table 2-3. Traffic signal warrants have not been evaluated for intersections that are anticipated to have restricted access (right-in/right-out only) and would therefore not be suitable locations for installing a traffic signal.
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27 TABLE 2-3: UNSIGNALIZED INTERSECTION LOCATIONS
ID Intersection Location Jurisdiction
13 Driveway 3 & E. Airport Dr. Ontario
16 Driveway 6 & La Salle St. Ontario
17 Driveway 7 & La Salle St. Ontario
18 Driveway 8 & La Salle St. Ontario
19 Driveway 9 & La Salle St. Ontario
23 Carnegie Av. & Driveway 12 Ontario
24 Carnegie Av. & Driveway 13 Ontario
25 Carnegie Av. & Driveway 14 Ontario
26 Carnegie Av. & Driveway 15/Santa Ana St. Ontario
27 Carnegie Av. & Driveway 16 Ontario
28 Carnegie Av. & Driveway 17 Ontario
29 Carnegie Av. & La Salle St. Ontario
30 Carnegie Av. & Driveway 18 Ontario
32 Driveway 19 & Santa Ana St. Ontario
33 Driveway 20 & Santa Ana St. Ontario
37 Commerce Pkwy. & Santa Ana St. Ontario
42 Driveway 27 & Santa Ana St. Ontario
43 Driveway 28 & Santa Ana St. Ontario
44 Doubleday Av. & Driveway 29 Ontario
45 Doubleday Av. & Santa Ana St. Ontario
46 Driveway 30 & Doubleday Av. Ontario
47 Dupont Av. & Santa Ana St. Ontario
48 Dupont Av. & Doubleday Av. Ontario
49 Dupont Av. & Driveway 31 Ontario
The Existing conditions traffic signal warrant analysis is presented in the subsequent section, Section 3 Area Conditions of this report. The traffic signal warrant analyses for future conditions are presented in Section 5 E+P Traffic Analysis, Section 6 Opening Year Cumulative (2026) Traffic Analysis, and Section 7 Horizon Year (2040) Traffic Analysis of this report. It is important to note that a signal warrant defines the minimum condition under which the installation of a traffic signal might be warranted. Meeting this threshold condition does not require that a traffic control signal be installed at a particular location, but rather, that other traffic factors and conditions be evaluated in order to determine whether the signal is truly justified. It should also be noted that signal warrants do not necessarily correlate with LOS. An intersection may satisfy a signal warrant condition and operate at or above acceptable LOS or operate below acceptable LOS and not meet a signal warrant.

2.4 MINIMUM ACCEPTABLE LEVELS OF SERVICE (LOS)
Minimum Acceptable LOS and associated definitions of intersection deficiencies has been obtained from each of the applicable surrounding jurisdictions. 3791
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28 2.4.1 CITY OF ONTARIO
Per the Ontario Plan’s Policy M-1, the City of Ontario utilizes a minimum acceptable LOS of LOS E, where feasible. (6)

2.4.2 CITY OF EASTVALE
The City of Eastvale General Plan Policy C-10 sets a standard of LOS C with LOS D as acceptable in commercial and employment areas and at intersections of any combination of major highways, urban arterials, secondary highways, or freeway ramps. (7) Based on this criterion, where feasible, LOS D is the minimum acceptable LOS at each of the study intersections within the City of Eastvale.

2.4.3 CMP
The CMP definition of deficiency is based on maintaining a level of service standard of LOS E or better, where feasible, except where an existing LOS F condition is identified in the CMP document. However, in an effort to overstate as opposed to understate potential deficiencies, LOS D has been utilized for the CMP intersections for the purposes of this analysis, unless the intersection is located in the City of Ontario (which uses LOS E). (1)

2.5 DEFICIENCY CRITERIA
To determine whether the addition of project traffic at a study intersection would result in a traffic deficiency, the following will be utilized:
• When the Without Project condition is at or better than LOS D (or LOS E for CMP intersections and intersections located in the City of Ontario) (i.e., acceptable LOS), and project-generated traffic causes deterioration below LOS D/LOS E (i.e., unacceptable LOS), a deficiency is deemed to occur.

When the Without Project condition is already below LOS D/LOS E (i.e., unacceptable LOS), the Project will be responsible for improving its deficiency to acceptable levels of service. Thus, for intersections operating at unacceptable LOS during either the AM and/or PM peak hour, improvements have been identified to improve the deficiencies of the Project to an intersection LOS that is equal to or better than Without Project conditions (see Table 2-6).

The Project’s contribution to a deficiency can be reduced if the Project is required to implement or fund its fair share of improvements designed to alleviate its contribution to the deficient condition.
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29 TABLE 2-6: DEFICIENCY CRITERIA
Without
Project Level of
Service
Level of Service Deficient? Improvement Required?
City of Ontario
A A-D No No
B B-D No No
C C-D No No
D D-E No No
E E No No
A-E F Yes Yes, bring LOS to E or better
F F Yes Yes, bring LOS to E or better
City of Eastvale
A A-D No No
B B-D No No
C C-D No No
D D No No
A-D E or F Yes Yes, bring LOS to D or better
E E Yes Yes, bring LOS to D or better
E F Yes Yes, bring LOS to D or better
F F Yes Yes, bring LOS to D or better
In the event that an intersection is operating at or is forecast to operate at a deficient LOS, the CMP guidelines have defined a series of steps to be completed to determine the Project’s contribution to the deficiency of intersections, which has been applied to both CMP and nonCMP study area intersections. The steps are as follows:
• Determine the improvements necessary to achieve an acceptable service level, • Calculate the Project’s share in the future traffic volume projections for the peak hours, • Estimate the cost to implement recommended improvements, and • Calculate the Project’s fair-share contribution to improve the Project’s traffic deficiencies

2.5 PROJECT FAIR SHARE CALCULATION METHODOLOGY
In cases where this TA identifies that the Project would contribute additional traffic volumes to traffic deficiencies, Project fair share costs of improvements necessary to address deficiencies have been identified. The Project’s fair share cost of improvements is determined based on the following equation, which is the ratio of Project traffic to new traffic, and new traffic is total future (Horizon Year) traffic less existing baseline traffic:

Project Fair Share % = Project (2040) AM/PM Traffic / (2040 With Project AM/PM Total Traffic – Existing AM/PM Traffic)
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30 The project fair share percentage has been calculated for both the AM peak hour and PM peak hour and the highest of the two has been selected. The Project fair share contribution calculations are presented in Section 8 Local and Regional Funding Mechanisms of this TA. The cost of implementing the improvements shown on Table 1-3 have been estimated based on the preliminary construction cost estimates found in Appendix G of the San Bernardino County CMP in conjunction with a total cost escalation factor of 1.71 to more closely approximate current (2021) costs. These cost estimates have been utilized in conjunction with the Project fair share percentages to determine the Project’s fair share cost of the recommended improvements (see Table 8-2). These estimates are a rough order of magnitude only as they are intended only for discussion purposes and do not imply any legal responsibility or formula for contributions or physical improvements.
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31 3 AREA CONDITIONS
This section provides a summary of the existing circulation network, the City of Ontario General Plan Circulation Network, and a review of existing peak hour intersection operations and traffic signal warrant analyses.

3.1 EXISTING CIRCULATION NETWORK
Pursuant to the agreement with City of Ontario staff (Appendix 1.1), the study area includes a total of 55 existing and future intersections as shown previously on Exhibit 1-2. Exhibit 3-1 illustrates the study area intersections located near the proposed Project and identifies the number of through traffic lanes for existing roadways and intersection traffic controls.

3.2 CITY OF ONTARIO GENERAL PLAN CIRCULATION ELEMENT
As noted previously, the Project site is located within the City of Ontario. The roadway classifications and planned (ultimate) roadway cross-sections of the major roadways within the study area, as identified on the City of Ontario General Plan Circulation Element, are described subsequently. Exhibit 3-2 shows the City of Ontario General Plan Circulation Element and Exhibit 3-3 illustrates the City of Ontario General Plan roadway cross-sections.

The study area roadways that are classified as 8-lane Other Principal Arterials are identified as having four lanes of travel in each direction. The following study area roadways within the City of Ontario are classified as 8-lane Other Principal Arterials:
• Haven Avenue, north of the SR-60 Freeway
The study area roadways that are classified as 6-lane Other Principal Arterials are identified as having three lanes of travel in each direction and a 14-foot curbed or painted median. The following study area roadways within the City of Ontario are classified as 6-lane Other Principal Arterials:
• Milliken Avenue, north of Airport Drive
• Mission Boulevard
• Jurupa Avenue
The study area roadway that is classified as a 6-lane Minor Arterial is identified as having three lanes of travel in each direction. The following study area roadway within the City of Ontario is classified as a 6-lane Minor Arterial:
• Airport Drive, between Grove Avenue and Hamner Avenue • Commerce Parkway
• Inland Empire Boulevard, east of Haven Avenue
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32 EXHIBIT 3-1: EXISTING NUMBER OF THROUGH LANES AND INTERSECTION CONTROLS (1 OF 3) 3796
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33 EXHIBIT 3-1: EXISTING NUMBER OF THROUGH LANES AND INTERSECTION CONTROLS (2 OF 3)

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34 EXHIBIT 3-1: EXISTING NUMBER OF THROUGH LANES AND INTERSECTION CONTROLS (3 OF 3) 3798
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35 EXHIBIT 3-2: CITY OF ONTARIO GENERAL PLAN CIRCULATION ELEMENT 3799
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36 EXHIBIT 3-3: CITY OF ONTARIO GENERAL PLAN ROADWAY CROSS-SECTIONS 3800
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37 The study area roadway that is classified as a 4-lane Minor Arterial is identified as having two lanes of travel in each direction and a 14-foot median. The following study area roadway within the City of Ontario is classified as a 4-lane Minor Arterial:
• Inland Empire Boulevard, between Archibald Avenue and Haven Avenue • Guasti Road

3.3 CITY OF EASTVALEGENERAL PLAN CIRCULATION ELEMENT
Exhibits 3-4 and 3-5 show the City of Eastvale General Plan Circulation Element and roadway cross-sections, respectively.

3.4 TRUCK ROUTES
The City of Ontario designated truck route map is shown on Exhibit 3-6. Commerce Parkway, Airport Drive, Haven Avenue, Milliken Avenue, Jurupa Avenue, and Mission Boulevard are designated as Truck Routes in the City of Ontario. The designated truck route map has been utilized to route truck traffic for the proposed Project and cumulative development projects throughout the study area.

3.5 BICYCLE, EQUESTRIAN, & PEDESTRIAN FACILITIES
Field observations indicate nominal pedestrian and bicycle activity within the study area. Exhibit 3-7 illustrates the City of Ontario future planned bicycle facilities, which proposes Class II and Multipurpose Trails along Guasti Road and Inland Empire Boulevard located north of the Project.

Haven Avenue and Mission Boulevard are designated as a Bicycle Corridor. Exhibit 3-8 illustrates the City of Eastvale trails and bikeway systems. Existing pedestrian facilities within the study area are shown on Exhibit 3-9.

3.6 TRANSIT SERVICE
The study area within the City of Ontario is currently served by Omnitrans, a public transit agency serving various jurisdictions within San Bernardino County. Based on a review of the existing transit routes within the vicinity of the proposed Project, Omnitrans Route 81 operates on Haven Avenue, adjacent to the site. There are existing comments located near Haven Avenue at Airport Drive and Jurupa Street, and near Milliken Avenue at Santa Ana Street, Lowell Street, and Jurupa Street. Transit service is reviewed and updated by Omnitrans periodically to address ridership, budget, and community demand needs. Changes in land use can affect these periodic adjustments which may lead to either enhanced or reduced service where appropriate. As such, it is recommended that the applicant work in conjunction with Omnitrans to potentially provide additional bus service to the site. Existing transit routes in the vicinity of the study area are illustrated on Exhibit 3-10.
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38 EXHIBIT 3-4: CITY OF EASTVALE GENERAL PLAN CIRCULATION ELEMENT 3802
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39 EXHIBIT 3-5: CITY OF EASTVALE GENERAL PLAN ROADWAY CROSS-SECTIONS 3803
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40 EXHIBIT 3-6: CITY OF ONTARIO TRUCK ROUTES
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41 EXHIBIT 3-7: CITY OF ONTARIO GENERAL PLAN TRAILS AND BIKEWAY SYSTEMS 3805
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42 EXHIBIT 3-8: EASTVALE AREA TRAILS AND BIKEWAYS
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43 EXHIBIT 3-9: EXISTING PEDESTRIAN FACILITIES
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44 EXHIBIT 3-10: EXISTING TRANSIT ROUTES
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45 3.7 EXISTING TRAFFIC COUNTS
The intersection LOS analysis is based on the traffic volumes observed during the peak hour conditions using traffic count data collected in October 2021. The following peak hours were selected for analysis:
• Weekday AM Peak Hour (peak hour between 7:00 AM and 9:00 AM) • Weekday PM Peak Hour (peak hour between 4:00 PM and 6:00 PM) The weekday AM and weekday PM peak hour count data is representative of typical weekday peak hour traffic conditions in the study area. There were no observations made in the field that would indicate atypical traffic conditions on the count dates, such as construction activity or detour routes and near-by schools were in session and operating on normal schedules. The raw manual peak hour turning movement traffic count data sheets are included in Appendix 3.1.

The traffic counts collected in October 2021 include the following vehicle classifications:

Passenger Cars, 2-Axle Trucks, 2-Axle Trucks, and 4 or More Axle Trucks. To represent the effect of large trucks, buses and recreational vehicles have on traffic flow; all trucks were converted into passenger car equivalent (PCE). By their size alone, these vehicles occupy the same space as two or more passenger cars. In addition, the time it takes for them to accelerate and slow-down is much longer than for passenger cars and varies depending on the type of vehicle and number of axles. For the purpose of this analysis, a PCE factor of 1.5 has been applied to 2-axle trucks,

2.0 for 3-axle trucks, and 3.0 for 4+-axle trucks to estimate each turning movement. These factors are consistent with the values recommended for use in the CMP.

Existing weekday ADT volumes are shown on Exhibit 3-11. Where actual 24-hour tube count data was not available, Existing ADT volumes were based upon factored intersection peak hour counts collected by Urban Crossroads, Inc. using the following formula for each intersection leg:

Weekday PM Peak Hour (Approach Volume + Exit Volume) x 8.62 = Leg Volume A comparison of the PM peak hour and daily traffic volumes of various roadway segments within the study area indicated that the peak-to-daily relationship is approximately 11.60 percent. As such, the above equation utilizing a factor of 8.62 estimates the ADT volumes on the study area roadway segments assuming a peak-to-daily relationship of approximately 11.60 percent (i.e., 1/0.1160 = 8.62) and was assumed to sufficiently estimate average daily traffic (ADT) volumes for planning-level analyses. Existing weekday AM and weekday PM peak hour intersection volumes (in actual vehicles) are shown on Exhibit 3-11. The peak hour operations analyses utilize PCE volumes per the City’s Traffic Study Guidelines (PCE volumes are included in the appendices with the HCM operations analysis worksheets for each applicable analysis scenario). 3809
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46 EXHIBIT 3-11: EXISTING (2021) TRAFFIC VOLUMES (1 OF 3) 3810
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47 EXHIBIT 3-11: EXISTING (2021) TRAFFIC VOLUMES (2 OF 3) 3811
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48 EXHIBIT 3-11: EXISTING (2021) TRAFFIC VOLUMES (3 OF 3) 3812
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49 3.8 INTERSECTION OPERATIONS ANALYSIS
Existing peak hour traffic operations have been evaluated for the study area intersections based on the analysis methodologies presented in Section 2.2 Intersection Capacity Analysis of this report. The intersection operations analysis results are summarized on Table 3-1, which indicates that all existing study area intersections are currently operating at acceptable LOS during the peak hours. The intersection operations analysis worksheets are included in Appendix 3.2 of this TA.

TABLE 3-1: INTERSECTION ANALYSIS FOR EXISTING (2021) CONDITIONS 3813
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50 3.9 TRAFFIC SIGNAL WARRANTS ANALYSIS
Traffic signal warrants for Existing traffic conditions are based on existing peak hour intersection turning volumes. No study area intersections currently warrant a traffic signal for Existing traffic conditions. Existing conditions traffic signal warrant analysis worksheets are provided in Appendix 3.3.
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51 4 PROJECTED FUTURE TRAFFIC
This section presents the traffic volumes estimated to be generated by the Project, as well as the Project’s trip assignment onto the study area roadway network. For the purposes of this TA, the proposed Project is anticipated to be developed by the Year 2026 in a single phase.

The proposed Project includes the following mix of land uses:
• 642,368 square feet of high-cube cold storage warehouse use (15% of the total square footage) • 3,640,082 square feet of high-cube fulfillment center warehouse use (85% of the total square footage)
• Total of 4,282,450 square feet

4.1 PROJECT TRIP GENERATION
Trip generation represents the amount of traffic which is both attracted to and produced by a development. Determining traffic generation for a specific project is therefore based upon forecasting the amount of traffic that is expected to be both attracted to and produced by the specific land uses being proposed for a given development.

Trip generation rates for the Project are shown on Table 4-1 for both actual vehicles and PCE.

The trip generation summary illustrating daily, and peak hour trip generation estimates for the proposed Project in actual vehicles and PCE are shown in Table 4-2 and Table 4-3, respectively.

The trip generation rates used for this analysis are based upon information collected by the ITE as provided in their Trip Generation Manual (11th Edition, 2021). (3) 3815
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52 TABLE 4-1: PROJECT TRIP GENERATION RATES
ITE LU AM Peak Hour PM Peak Hour
Land Use1 Units2 Code In Out Total In Out Total
Actual Vehicle Trip Generation Rates
High-Cube Fulfillment Center (Non-Sort)3 TSF 155 0.122 0.028 0.150 0.062 0.098 0.160 1.810 Passenger Cars 0.105 0.025 0.130 0.059 0.091 0.150 1.580 2-Axle Trucks 0.002 0.001 0.003 0.001 0.001 0.002 0.038 3-Axle Trucks 0.002 0.002 0.004 0.001 0.001 0.002 0.048 4+-Axle Trucks 0.006 0.007 0.013 0.003 0.003 0.006 0.144 High-Cube Cold Storage Warehouse3 TSF 157 0.085 0.025 0.110 0.034 0.086 0.120 2.120 Passenger Cars 0.062 0.018 0.080 0.025 0.065 0.090 1.665 2-Axle Trucks 0.003 0.007 0.010 0.005 0.005 0.010 0.260 3-Axle Trucks 0.001 0.002 0.003 0.002 0.001 0.003 0.083 4+-Axle Trucks 0.005 0.011 0.016 0.008 0.008 0.016 0.113 Passenger Car Equivalent (PCE) Trip Generation Rates4
High-Cube Fulfillment Center (Non-Sort)3 TSF 155 0.122 0.028 0.150 0.062 0.098 0.160 1.810 Passenger Cars 0.105 0.025 0.130 0.059 0.091 0.150 1.580 2-Axle Trucks (PCE = 1.5) 0.003 0.002 0.005 0.002 0.001 0.003 0.058 3-Axle Trucks (PCE = 2.0) 0.005 0.005 0.010 0.003 0.003 0.005 0.119 4+-Axle Trucks (PCE = 3.0) 0.018 0.020 0.038 0.009 0.010 0.019 0.432 High-Cube Cold Storage Warehouse3 TSF 157 0.085 0.025 0.110 0.034 0.086 0.120 2.120 Passenger Cars 0.062 0.018 0.080 0.025 0.065 0.090 1.665 2-Axle Trucks (PCE = 1.5) 0.005 0.011 0.016 0.008 0.008 0.016 0.390 3-Axle Trucks (PCE = 2.0) 0.002 0.005 0.007 0.004 0.003 0.007 0.165 4+-Axle Trucks (PCE = 3.0) 0.015 0.034 0.049 0.024 0.025 0.049 0.338 1 Trip Generation and Vehicle Mix Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021). 2 TSF = thousand square feet
3 Truck Mix: South Coast Air Quality Management District’s (SCAQMD) recommended truck mix, by axle type.

Normalized % - Without Cold Storage: 16.7% 2-Axle trucks, 20.7% 3-Axle trucks, 62.6% 4-Axle trucks.

Normalized % - With Cold Storage: 34.7% 2-Axle trucks, 11.0% 3-Axle trucks, 54.3% 4-Axle trucks. 4 PCE factors: 2-axle = 1.5; 3-axle = 2.0; 4+-axle = 3.0.

Daily
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53 TABLE 4-2: PROJECT TRIP GENERATION SUMMARY (ACTUAL)
Land Use Quantity Units1 In Out Total In Out Total Daily Building 1:

Passenger Cars: 360.660 TSF 35 9 44 19 32 51 574
Total Truck Trips (Actual Vehicles): 4 4 8 1 1 2 96
Building 1 Total Trips (Actual Vehicles)2 39 13 52 20 33 53 670 Building 2:

Passenger Cars: 927.370 TSF 92 23 114 50 81 130 1,478
Total Truck Trips (Actual Vehicles): 10 11 21 6 7 13 246 Building 2 Total Trips (Actual Vehicles)2 102 34 135 56 88 143 1,724 Building 3:

Passenger Cars: 548.730 TSF 54 13 67 30 47 77 876
Total Truck Trips (Actual Vehicles): 5 7 12 2 3 5 148
Building 3 Total Trips (Actual Vehicles)2 59 20 79 32 50 82 1,024 Building 4:

Passenger Cars: 265.200 TSF 26 7 32 14 24 38 422
Total Truck Trips (Actual Vehicles): 1 1 2 1 1 2 72
Building 4 Total Trips (Actual Vehicles)2 27 8 34 15 25 40 494 Building 5:

Passenger Cars: 425.580 TSF 42 10 52 23 37 60 678
Total Truck Trips (Actual Vehicles): 4 4 8 2 2 4 116
Building 5 Total Trips (Actual Vehicles)2 46 14 60 25 39 64 794 Building 6:

Passenger Cars: 492.140 TSF 49 11 60 27 43 70 786
Total Truck Trips (Actual Vehicles): 5 7 12 2 2 4 130
Building 6 Total Trips (Actual Vehicles)2 54 18 72 29 45 74 916 Building 7:

Passenger Cars: 205.500 TSF 20 5 26 11 18 29 328
Total Truck Trips (Actual Vehicles): 1 1 2 1 1 2 58
Building 7 Total Trips (Actual Vehicles)2 21 6 28 12 19 31 386 Building 8:

Passenger Cars: 535.350 TSF 53 12 65 29 46 75 854
Total Truck Trips (Actual Vehicles): 5 7 12 2 2 4 146
Building 8 Total Trips (Actual Vehicles)2 58 19 77 31 48 79 1,000 Building 9:

Passenger Cars: 521.920 TSF 52 12 64 28 45 74 832
Total Truck Trips (Actual Vehicles): 5 7 12 2 2 4 140
Building 9 Total Trips (Actual Vehicles)2 57 19 76 30 47 78 972 423 102 524 231 373 604 6,828
40 49 89 19 21 40 1,152
463 151 613 250 394 644 7,980 1
TSF = thousand square feet
2 Total Trips = Passenger Cars + Truck Trips.

AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Project Total Trips (Actual Vehicles)2
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54 TABLE 4-3: PROJECT TRIP GENERATION SUMMARY (PCE)
Land Use Quantity Units1 In Out Total In Out Total Daily Building 1:

Passenger Cars: 360.660 TSF 35 9 44 19 32 51 574
Total Truck Trips (PCE): 10 12 22 5 5 10 236
Building 1 Total Trips (PCE)2 45 21 66 24 37 61 810
Building 2:

Passenger Cars: 927.370 TSF 92 23 114 50 81 130 1,478
Total Truck Trips (PCE): 23 29 52 15 15 30 606
Building 2 Total Trips (PCE)2 115 52 166 65 96 160 2,084 Building 3:

Passenger Cars: 548.730 TSF 54 13 67 30 47 77 876
Total Truck Trips (PCE): 12 16 28 9 9 18 360
Building 3 Total Trips (PCE)2 66 29 95 39 56 95 1,236
Building 4:

Passenger Cars: 265.200 TSF 26 7 32 14 24 38 422
Total Truck Trips (PCE): 7 6 13 4 4 8 178
Building 4 Total Trips (PCE)2 33 13 45 18 28 46 600
Building 5:

Passenger Cars: 425.580 TSF 42 10 52 23 37 60 678
Total Truck Trips (PCE): 11 13 24 7 8 15 282
Building 5 Total Trips (PCE)2 53 23 76 30 45 75 960
Building 6:

Passenger Cars: 492.140 TSF 49 11 60 27 43 70 786
Total Truck Trips (PCE): 12 15 27 9 8 17 324
Building 6 Total Trips (PCE)2 61 26 87 36 51 87 1,110
Building 7:

Passenger Cars: 205.500 TSF 20 5 26 11 18 29 328
Total Truck Trips (PCE): 5 5 10 3 3 6 136
Building 7 Total Trips (PCE)2 25 10 36 14 21 35 464
Building 8:

Passenger Cars: 535.350 TSF 53 12 65 29 46 75 854
Total Truck Trips (PCE): 12 16 28 9 8 17 352
Building 8 Total Trips (PCE)2 65 28 93 38 54 92 1,206
Building 9:

Passenger Cars: 521.920 TSF 52 12 64 28 45 74 832
Total Truck Trips (PCE): 12 16 28 9 8 17 344
Building 9 Total Trips (PCE)2 64 28 92 37 53 91 1,176
423 102 524 231 373 604 6,828
104 128 232 70 68 138 2,818
527 230 756 301 441 742 9,646 1
TSF = thousand square feet
2 Total Trips = Passenger Cars + Truck Trips.

Passenger Car Total
Truck Total (PCE)
Project Total Trips (PCE)2
AM Peak Hour PM Peak Hour
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55 For purposes of this analysis, the following ITE land use codes and vehicle mixes have been utilized:
• ITE land use code 155 (High-Cube Fulfillment Center Warehouse, Non-Sort Facility) has been used to derive site specific trip generation estimates for up to 3,640,082 square feet. High-cube (nonsort facility) fulfillment center warehouses are primarily used for the storage and/or consolidation of manufactured goods prior to their distribution to retail locations or other warehouses. A typical high-cube warehouse will have a high level of automation and logistics management where the automation and logistics enable the processing of goods in a highly efficient manner. Fulfillment center warehouses include warehouses characterized by a significant storage function and direct distribution of ecommerce product to end users. These facilities handle smaller packages and quantities than other high-cube warehouses. A non-sort facility is a fulfillment center that ships large box items that are processed primarily with automation rather than through manual means.

The High-Cube Fulfillment Center (Non-Sort Facility) Warehouse vehicle mix (passenger cars versus trucks) has also been obtained from the ITE’s latest Trip Generation Manual. The truck percentages were further broken down by axle type per the following SCAQMD recommended truck mix: 2-Axle = 16.7%; 3-Axle = 20.7%; 4+-Axle = 62.6%. • ITE land use code 157 (High-Cube Cold Storage Warehouse) has been used to derive site specific trip generation estimates for up to 642,368 square feet. High-cube cold storage warehouses include warehouses characterized by the storage and/or consolidation of manufactured goods (and to a lesser extent, raw materials) prior to their distribution to retail locations or other warehouses. High-cube cold storage warehouses are facilities typified by temperature-controlled environments for frozen food or other perishable products. The High-Cube Cold Storage Warehouse vehicle mix (passenger cars versus trucks) has also been obtained from the ITE’s latest Trip Generation Manual. The truck percentages were further broken down by axle type per the following SCAQMD recommended truck mix: 2-Axle = 34.7%; 3-Axle = 11.0%; 4+-Axle = 54.3%.

Finally, PCE factors were applied to the trip generation rates for heavy trucks (large 2-axles, 3- axles, 4+-axles) for the Project. PCEs allow the typical “real-world” mix of vehicle types to be represented as a single, standardized unit, such as the passenger car, to be used for the purposes of capacity and level of service analyses. The PCE factors are consistent with the recommended PCE factors in Appendix B of the San Bernardino County Congestion Management Program (CMP), 2016 Update.

As shown on Table 4-2, the proposed Project is anticipated to generate a total of 7,980 two-way trips per day, with 613 AM peak hour trips and 644 PM peak hour trips (in actual vehicles). For the purposes of the operations analysis, the PCE trip generation shown in Table 4-3 has been utilized. Detailed Project trip generation summaries for each building are provided in Appendix

4.1. 4.2 PROJECT TRIP DISTRIBUTION
The Project trip distribution and assignment process represents the directional orientation of traffic to and from the Project site. The trip distribution pattern of passenger cars is heavily influenced by the geographical location of the site, the location of surrounding uses, and the proximity to the regional freeway system. The trip distribution pattern for truck traffic is also influenced by the local truck routes approved by the City of Ontario, City of Eastvale, and Caltrans. 3819
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56 Given these differences, separate trip distributions were generated for both passenger cars and truck trips.

Exhibit 4-1 illustrates the external truck trip distribution patterns and Exhibit 4-2 illustrates the external passenger car trip distribution patterns. As shown on Exhibit 4-1, trucks are anticipated to utilize designated truck routes to reach regional State highways such as the I-10, SR-60, and I15 Freeways. Detailed Project trip distributions for each building are provided in Appendix 4.2.

4.3 MODAL SPLIT
The potential for Project trips (non-truck) to be reduced by the use of public transit, walking or bicycling have not been included as part of the Project’s estimated trip generation. Essentially, the Project’s traffic projections are "conservative" in that these alternative travel modes would reduce the forecasted traffic volumes (non-truck trips only).

4.4 PROJECT TRIP ASSIGNMENT
The assignment of traffic from the Project area to the adjoining roadway system is based upon the Project trip generation, trip distribution, and the arterial highway and local street system improvements that would be in place by the time of initial occupancy of the Project. Based on the identified Project traffic generation and trip distribution patterns, Project ADT and peak hour intersection turning movement volumes are shown on Exhibit 4-3.

4.5 BACKGROUND TRAFFIC

4.5.1 OPENING YEAR CUMULATIVE CONDITIONS
Future year traffic forecasts have been based upon background (ambient) growth at 2% per year for 2026 traffic conditions. The ambient growth factor is intended to approximate regional traffic growth. This ambient growth rate is added to existing traffic volumes to account for area-wide growth not reflected by cumulative development projects. Ambient growth has been added to daily and peak hour traffic volumes on surrounding roadways, in addition to traffic generated by the development of future projects that have been approved but not yet built and/or for which development applications have been filed and are under consideration by governing agencies.

Opening Year Cumulative (2026) traffic volumes are provided in Section 6 of this report. The traffic generated by the proposed Project was then manually added to the base volume to determine Opening Year Cumulative “With Project” forecasts. 3820
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57 EXHIBIT 4-1: PROJECT (TRUCK) TRIP DISTRIBUTION
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58 EXHIBIT 4-2: PROJECT (PASSENGER CAR) TRIP DISTRIBUTION 3822
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59 EXHIBIT 4-3: PROJECT ONLY TRAFFIC VOLUMES (1 OF 3)
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60 EXHIBIT 4-3: PROJECT ONLY TRAFFIC VOLUMES (2 OF 3)
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61 EXHIBIT 4-3: PROJECT ONLY TRAFFIC VOLUMES (3 OF 3)
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62 4.5.2 HORIZON YEAR (2040) CONDITIONS
The adopted Southern California Association of Governments (SCAG) 2020 Regional Transportation Plan/Sustainable Communities Strategy (RTP/SCS) (May 2020) growth forecasts for the City of Ontario identifies projected growth in population of 172,200 in 2016 to 269,100 in 2045, or a 56.3% increase over the 29-year period. (8) The change in population equates to roughly a 1.55% growth rate, compounded annually. Similarly, growth over the same 29-year period in households is projected to increase by 62.0%, or a 1.67% annual growth rate. Finally, growth in employment over the same 29-year period is projected to increase by 48.6%, or a

1.38% annual growth rate.

Therefore, the annual growth rate utilized for the purposes of this analysis would appear to conservatively approximate the anticipated regional growth in traffic volumes in the City of Ontario for Opening Year Cumulative and Horizon Year (2040) traffic conditions, especially when considered along with the addition of project-related traffic. As such, the growth in traffic volumes assumed in this traffic impact analysis would tend to overstate as opposed to understate the potential deficiencies to traffic and circulation. Horizon Year (2040) With Project traffic forecasts reflects buildout of the Project.

4.6 CUMULATIVE DEVELOPMENT TRAFFIC
A cumulative project list was developed for the purposes of this analysis through consultation with planning and engineering staff from the City of Ontario. The cumulative projects listed are those that would generate traffic and would contribute traffic to study area intersections. The neighboring jurisdictions of Rancho Cucamonga, Eastvale, and Jurupa Valley have also been contacted to include key projects in their respective cities.

Exhibit 4-4 illustrates the cumulative development location map. A summary of cumulative development projects and their proposed land uses are shown on Table 4-4. If applicable, the traffic generated by individual cumulative projects was manually added to the Opening Year Cumulative forecasts to ensure that traffic generated by the listed cumulative development projects on Table 4-4 are reflected as part of the background traffic. In an effort to conduct a conservative analysis, the cumulative projects are added in conjunction with the ambient growth identified in Section 4.5.1 Background Traffic: Opening Year Cumulative Conditions. Cumulative ADT and peak hour intersection turning movement volumes are shown on Exhibit 4-5. 3826
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63 EXHIBIT 4-4: CUMULATIVE DEVELOPMENT LOCATION MAP
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64 EXHIBIT 4-5: CUMULATIVE ONLY TRAFFIC VOLUMES (1 OF 3) 3828
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65 EXHIBIT 4-5: CUMULATIVE ONLY TRAFFIC VOLUMES (2 OF 3) 3829
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66 EXHIBIT 4-5: CUMULATIVE ONLY TRAFFIC VOLUMES (3 OF 3) 3830
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67 TABLE 4-4: CUMULATIVE DEVELOPMENT LAND USE SUMMARY (1 OF 4) 3831
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68 TABLE 4-4: CUMULATIVE DEVELOPMENT LAND USE SUMMARY (2 OF 4) 3832
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69 TABLE 4-4: CUMULATIVE DEVELOPMENT LAND USE SUMMARY (3 OF 4) 3833
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70 TABLE 4-4: CUMULATIVE DEVELOPMENT LAND USE SUMMARY (4 OF 4) 3834
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71 4.7 HORIZON YEAR (2040) VOLUME DEVELOPMENT
Traffic projections for Horizon Year (2040) without Project conditions were derived from the San Bernardino Transportation Analysis Model (SBTAM) using accepted procedures for model forecast refinement and smoothing for study area intersections located within the County of San Bernardino. The current version of the SBTAM (Version 2.20, March 2019) reflects the local input in the adopted 2020 SCAG RTP within the County of San Bernardino.

The traffic forecasts reflect the area-wide growth anticipated between Existing (2021) conditions and Horizon Year (2040) traffic conditions. In most instances the traffic model zone structure is not designed to provide accurate turning movements along arterial roadways unless refinement and reasonableness checking is performed. Therefore, the Horizon Year (2040) peak hour forecasts were refined using the model derived long range forecasts, base (validation) year model forecasts, along with existing peak hour traffic count data collected at each analysis location in January 2019. The SBTAM has a base (validation) year of 2016 and a horizon (future forecast) year of 2040. The difference in model volumes (2040-2016) defines the growth in traffic over the 28-year period.

The refined future peak hour approach and departure volumes obtained from the model output data are then entered into a spreadsheet program consistent with the National Cooperative Highway Research Program (NCHRP Report 785), along with initial estimates of turning movement proportions. A linear programming algorithm is used to calculate individual turning movements which match the known directional roadway segment forecast volumes computed in the previous step. This program computes a likely set of intersection turning movements from intersection approach counts and the initial turning proportions from each approach leg.

The SBTAM uses an AM peak period-to-peak hour factor of 0.35 and a PM peak period-to-peak hour factor of 0.27. These factors represent the relationship of the highest single AM peak hour to the modeled 3-hour AM peak period (an even distribution would result in a factor of 0.33) and the highest single PM peak hour to the modeled 4-hour PM peak period (an even distribution would result in a factor of 0.25).

Typically, the model growth is prorated and is subsequently added to the existing (base validation) traffic volumes to represent Horizon Year traffic conditions. In an effort to conduct a conservative analysis, reductions to traffic forecasts from either Existing or Opening Year Cumulative traffic conditions were not assumed as part of this analysis. As such, in conjunction with the addition of cumulative projects that are not consistent with the General Plan, additional growth has also been applied on a movement-by-movement basis, where applicable, to estimate reasonable Horizon Year (2040) forecasts. Horizon Year (2040) turning volumes were compared to Opening Year Cumulative (2026) volumes in order to ensure a minimum growth as a part of the refinement process. The minimum growth includes any additional growth between Opening Year Cumulative (2026) and Horizon Year (2040) traffic conditions that is not accounted for by the traffic generated by cumulative development projects and ambient growth rates assumed between Existing (2021) and Opening Year Cumulative (2026) conditions. Adjustments have not been made to study area intersections that may be affected by new future roadway connections (such as the extension of Kimball Avenue/Limonite Avenue), where travel patterns would likely 3835
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72 get affected and forecasts may potentially decrease from the Opening Year Cumulative conditions. Future estimated peak hour traffic data was used for new intersections and intersections with an anticipated change in travel patterns to further refine the Horizon Year (2040) peak hour forecasts.

The future Horizon Year (2040) Without Project peak hour turning movements were then reviewed by Urban Crossroads, Inc. for reasonableness, and in some cases, were adjusted to achieve flow conservation, reasonable growth, and reasonable diversion between parallel routes. Flow conservation checks ensure that traffic flow between two closely spaced intersections, such as two adjacent driveway locations, is verified in order to make certain that vehicles leaving one intersection are entering the adjacent intersection and that there is no unexplained loss of vehicles. The result of this traffic forecasting procedure is a series of traffic volumes which are suitable for traffic operations analysis.

The SBTAM does not include a truck component or have data that is unusually low. As such, in an effort to conduct a conservative analysis, the presence of trucks has been accounted for based on the manual volume adjustments made to demonstrate growth above Opening Year Cumulative (2026) traffic forecasts, which are presented and evaluated in PCE (see Section 3.7 Existing Traffic Counts for discussion on PCE). As such, the Horizon Year (2040) forecasts are also assumed to be in PCE for the purposes of this analysis. Post-processing worksheets for Horizon Year (2040) without Project traffic conditions are provided in Appendix 4.3. 3836
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73 5 E+P TRAFFIC CONDITIONS
This section discusses the traffic forecasts for Existing plus Project (E+P) conditions and the resulting intersection operations and traffic signal warrant analyses.

5.1 ROADWAY IMPROVEMENTS
The lane configurations and traffic controls assumed to be in place for E+P conditions are consistent with those shown previously on Exhibit 3-1, with the exception of the following:
• Project driveways and those facilities assumed to be constructed by the Project to provide site access are also assumed to be in place for E+P conditions only (e.g., intersection and roadway improvements at the Project’s frontage and driveways).

5.2 EXISTING PLUS PROJECT TRAFFIC VOLUME FORECASTS
This scenario includes Existing traffic volumes plus Project traffic. The ADT and weekday AM and PM peak hour intersection turning movement volumes which can be expected for E+P traffic conditions are shown on Exhibit 5-1.

5.3 INTERSECTION OPERATIONS ANALYSIS
E+P peak hour traffic operations have been evaluated for the study area intersections based on the analysis methodologies presented in Section 2 Methodologies of this TA. The intersection analysis results are summarized on Table 5-1 for E+P traffic conditions, which indicate that the following no study area intersections are anticipated to operate at an unacceptable LOS. The intersection operations analysis worksheets for E+P traffic conditions are included in Appendix

5.1 of this TA.

5.4 TRAFFIC SIGNAL WARRANTS ANALYSIS
No study area intersections are anticipated to meet peak hour or planning-level ADT volumebased traffic signal warrants for E+P traffic conditions (see Appendix 5.2). 3837
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74 EXHIBIT 5-1: E+P TRAFFIC VOLUMES (1 OF 3)
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75 EXHIBIT 5-1: E+P TRAFFIC VOLUMES (2 OF 3)
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76 EXHIBIT 5-1: E+P TRAFFIC VOLUMES (3 OF 3)
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77 TABLE 5-1: INTERSECTION ANALYSIS FOR E+P CONDITIONS (1 OF 2) 3841
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78 TABLE 5-1: INTERSECTION ANALYSIS FOR E+P CONDITIONS (2 OF 2)

5.5 IMPROVEMENTS
This section provides a summary of Project deficiencies and identified improvements. Based on the City of Ontario deficiency criteria discussed in Section 2.6 Deficiency Criteria, no intersections were found to be deficient.

5.5.1 IMPROVEMENTS TO ADDRESS DEFICIENCIES AT INTERSECTIONS As shown on Table 5-1, all intersections are anticipated to operate at an acceptable LOS for E+P traffic conditions. No improvements have been recommended. 3842
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79 6 OPENING YEAR CUMULATIVE (2026) TRAFFIC CONDITIONS
This section discusses the methods used to develop Opening Year Cumulative (2026) Without and With Project traffic forecasts, and the resulting intersection operations and traffic signal warrant analyses.

6.1 ROADWAY IMPROVEMENTS
The lane configurations and traffic controls assumed to be in place for Opening Year Cumulative (2026) conditions are consistent with those shown previously on Exhibit 3-1, with the exception of the following:
• Project driveways and those facilities assumed to be constructed by the Project to provide site access are also assumed to be in place for Opening Year Cumulative conditions only (e.g., intersection and roadway improvements along the Project’s frontage and driveways). • Driveways and those facilities assumed to be constructed by cumulative developments to provide site access are also assumed to be in place for Opening Year Cumulative conditions only.

6.2 OPENING YEAR CUMULATIVE (2026) WITHOUT PROJECT TRAFFIC VOLUME FORECASTS This scenario includes Existing traffic volumes plus an ambient growth factor of 10.26% plus traffic from pending and approved but not yet constructed known development projects in the area. The weekday ADT and weekday AM and PM peak hour volumes which can be expected for Opening Year Cumulative (2026) Without Project traffic conditions are shown on Exhibit 6-1.

6.3 OPENING YEAR CUMULATIVE (2026) WITH PROJECT TRAFFIC VOLUME FORECASTS This scenario includes Opening Year Cumulative (2026) Without Project traffic in conjunction with the addition of Project traffic. The weekday ADT and weekday AM and PM peak hour volumes which can be expected for Opening Year Cumulative (2026) With Project traffic conditions are shown on Exhibit 6-2, respectively.

6.4 INTERSECTION OPERATIONS ANALYSIS

6.4.1 OPENING YEAR CUMULATIVE (2026) WITHOUT PROJECT TRAFFIC CONDITIONS LOS calculations were conducted for the study intersections to evaluate their operations under Opening Year Cumulative (2026) Without Project conditions with roadway and intersection geometrics consistent with Section 6.1 Roadway Improvements. As shown on Table 6-1, no study area intersections are anticipated to operate at an unacceptable LOS under Opening Year Cumulative (2026) Without Project traffic conditions. The intersection operations analysis worksheets for Opening Year Cumulative (2026) Without Project traffic conditions are included in Appendix 6.1 of this TA.
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80 EXHIBIT 6-1: OPENING YEAR CUMULATIVE (2026) WITHOUT PROJECT TRAFFIC VOLUMES (1 OF 3) 3844
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81 EXHIBIT 6-1: OPENING YEAR CUMULATIVE (2026) WITHOUT PROJECT TRAFFIC VOLUMES (2 OF 3) 3845
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82 EXHIBIT 6-1: OPENING YEAR CUMULATIVE (2026) WITHOUT PROJECT TRAFFIC VOLUMES (3 OF 3) 3846
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83 EXHIBIT 6-2: OPENING YEAR CUMULATIVE (2026) WITH PROJECT TRAFFIC VOLUMES (1 OF 3) 3847
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84 EXHIBIT 6-2: OPENING YEAR CUMULATIVE (2026) WITH PROJECT TRAFFIC VOLUMES (2 OF 3) 3848
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85 EXHIBIT 6-2: OPENING YEAR CUMULATIVE (2026) WITH PROJECT TRAFFIC VOLUMES (3 OF 3) 3849
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86 6.4.2 OPENING YEAR CUMULATIVE (2026) WITH PROJECT TRAFFIC CONDITIONS As shown on Table 6-1, no study area intersections are anticipated to operate at a deficient LOS during one or both peak hours for Opening Year Cumulative (2026) With Project traffic conditions with the addition of Project Buildout traffic. The intersection operations analysis worksheets for Opening Year Cumulative (2026) With Project traffic conditions are included in Appendix 6.2 of this TA.

6.5 TRAFFIC SIGNAL WARRANTS ANALYSIS
No unsignalized study area intersection is anticipated to meet a peak hour or daily volume-based traffic signal warrant under Opening Year Cumulative (2026) Without Project traffic conditions, in addition to the locations previously identified under Existing and E+P traffic conditions (see Appendix 6.3).

The following unsignalized study area intersections anticipated to meet a peak hour volumebased traffic signal warrant under Opening Year Cumulative (2026) With Project traffic conditions (see Appendix 6.4):
• Commerce Pkwy. & Santa Ana St. (#37)

6.6 IMPROVEMENTS
This section provides a summary of Project deficiencies and identified improvements. Based on the City of Ontario deficiency criteria discussed in Section 2.6 Deficiency Criteria, no intersections were found to be deficient.

6.6.1 IMPROVEMENTS TO ADDRESS DEFICIENCIES AT INTERSECTIONS As shown on Table 6-1, all intersections are anticipated to operate at an acceptable LOS for Opening Year Cumulative (2026) Without and With Project traffic conditions. No improvements have been recommended.
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87 TABLE 6-1: INTERSECTION ANALYSIS FOR OPENING YEAR CUMULATIVE (2026) CONDITIONS (1 OF 2)

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88 TABLE 6-1: INTERSECTION ANALYSIS FOR OPENING YEAR CUMULATIVE (2026) CONDITIONS (2 OF 2) 3852
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89 7 HORIZON YEAR (2040) TRAFFIC CONDITIONS
This section discusses the methods used to develop Horizon Year (2040) Without and With Project traffic forecasts, and the resulting intersection operations and traffic signal warrant analyses.

7.1 ROADWAY IMPROVEMENTS
The lane configurations and traffic controls assumed to be in place for Horizon Year (2040) conditions are consistent with those shown previously on Exhibit 3-1, with the exception of the following:
• Project driveways and those facilities assumed to be constructed by the Project to provide site access are also assumed to be in place for Horizon Year conditions only (e.g., intersection and roadway improvements along the Project’s frontage and driveways). • Driveways and those facilities assumed to be constructed by cumulative developments to provide site access are also assumed to be in place for Horizon Year conditions only (e.g., intersection and roadway improvements along the cumulative development’s frontages and driveways).

7.2 HORIZON YEAR (2040) WITHOUT PROJECT TRAFFIC VOLUME FORECASTS This scenario includes the refined post-process volumes obtained from the SBTAM (see Section

4.7 Horizon Year (2040) Volume Development of this TA for a detailed discussion on the postprocessing methodology). The weekday ADT and weekday AM and PM peak hour volumes which can be expected for Horizon Year (2040) Without Project traffic conditions are shown on Exhibit 7-1.

7.3 HORIZON YEAR (2040) WITH PROJECT TRAFFIC VOLUME FORECASTS This scenario includes the refined post-process volumes obtained from the SBTAM, plus the traffic generated by the proposed Project. Horizon Year (2040) With Project traffic forecasts assumes buildout of the Project. The weekday ADT and weekday AM and PM peak hour volumes which can be expected for Horizon Year (2040) With Project traffic conditions are shown on Exhibit 7-2.
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90 EXHIBIT 7-1: HORIZON YEAR (2040) WITHOUT PROJECT TRAFFIC VOLUMES (1 OF 3) 3854
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91 EXHIBIT 7-1: HORIZON YEAR (2040) WITHOUT PROJECT TRAFFIC VOLUMES (2 OF 3) 3855
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92 EXHIBIT 7-1: HORIZON YEAR (2040) WITHOUT PROJECT TRAFFIC VOLUMES (3 OF 3) 3856
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93 EXHIBIT 7-2: HORIZON YEAR (2040) WITH PROJECT TRAFFIC VOLUMES (1 OF 3) 3857
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94 EXHIBIT 7-2: HORIZON YEAR (2040) WITH PROJECT TRAFFIC VOLUMES (2 OF 3) 3858
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95 EXHIBIT 7-2: HORIZON YEAR (2040) WITH PROJECT TRAFFIC VOLUMES (3 OF 3) 3859
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96 7.4 INTERSECTION OPERATIONS ANALYSIS

7.4.1 HORIZON YEAR (2040) WITHOUT PROJECT TRAFFIC CONDITIONS LOS calculations were conducted for the study intersections to evaluate their operations under Horizon Year (2040) Without Project conditions with roadway and intersection geometrics consistent with Section 7.1 Roadway Improvements. As shown on Table 7-1, no study area intersections are anticipated to operate at an unacceptable LOS under Horizon Year (2040) Without Project traffic conditions. The intersection operations analysis worksheets for Horizon Year (2040) Without Project traffic conditions are included in Appendix 7.1 of this TA.

7.4.2 HORIZON YEAR (2040) WITH PROJECT TRAFFIC CONDITIONS As shown on Table 7-1, the following study area intersections are anticipated to operate at a deficient LOS during one or both peak hours for Horizon Year (2040) With Project traffic conditions with the addition of Project traffic:
• Driveway 3 & E. Airport Dr. (#13) – LOS F PM peak hour only • Milliken Av. & Mission Bl. (#53) – LOS E AM peak hour; LOS F PM peak hour The intersection operations analysis worksheets for Horizon Year (2040) With Project traffic conditions are included in Appendix 7.2 of this TA.

7.5 TRAFFIC SIGNAL WARRANTS ANALYSIS
No additional study area intersections are anticipated to meet peak hour or planning level (ADT) volume-based traffic signal warrants for Horizon Year (2040) Without Project traffic conditions (see Appendix 7.3), in addition to those previously warranted under Opening Year Cumulative (2026) With Project traffic conditions.

No additional study area intersections anticipated to meet planning level (ADT) volume-based traffic signal warrant for Horizon Year (2040) With Project traffic conditions (see Appendix 7.4) with the addition of Project traffic.
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97 TABLE 7-1: INTERSECTION ANALYSIS FOR HORIZON YEAR (2040) CONDITIONS (1 OF 2)

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98 TABLE 7-1: INTERSECTION ANALYSIS FOR HORIZON YEAR (2040) CONDITIONS (2 OF 2)

7.6 IMPROVEMENTS

7.6.1 IMPROVEMENTS TO ADDRESS DEFICIENCIES AT INTERSECTIONS Improvement strategies have been identified at intersections that have been identified as deficient, in an effort to reduce each location’s peak hour delay and improve the associated LOS grade to an acceptable LOS (LOS D/E or better). The effectiveness of the recommended improvement strategies to address Horizon Year (2040) traffic deficiencies are presented on Table 7-2. Improvements have not been recommended at the intersection of Driveway 3 and E.

Airport Drive. The deficiency is anticipated to occur within the driveway for vehicles making an outbound left turn movement during the PM peak hour only. During congested peak hours, vehicles are likely to make a right turn or utilize alternative driveways on-site.

If not constructed by the Project, the Project Applicant shall contribute to these improvements through payment of City DIF fees or fair share contribution as identified on Table 1-3. Worksheets for Horizon Year (2040) With Project conditions, with improvements, HCM calculation worksheets are provided in Appendix 7.5, respectively.
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8 LOCAL AND REGIONAL FUNDING MECHANISMS
Transportation improvements within the City of Ontario are funded through a combination of construction of improvements, development impact fee programs or fair share contributions, such as the City of Ontario DIF program. Identification and timing of needed improvements is generally determined through local jurisdictions based upon a variety of factors.

8.1 CITY OF ONTARIO DEVELOPMENT IMPACT FEE PROGRAM
The City of Ontario has created its own local DIF program to impose and collect fees from new residential, commercial, and industrial development for the purpose of funding roadways and intersections necessary to accommodate City growth as identified in the City’s General Plan Circulation Element. The City’s DIF includes regional improvements to comply with Measure “I.” The fee schedule was last updated in January 2020 and is reviewed/adjusted annually based upon changes in the construction cost index (CCI). Under the City’s DIF program, the City may grant to developers a credit against specific components of fees when those developers construct certain facilities and landscaped medians identified in the list of improvements funded by the DIF program.

The timing to use the DIF fees is established through periodic capital improvement programs which are overseen by the City’s Public Works Department. Periodic traffic counts, review of traffic accidents, and a review of traffic trends throughout the City are also periodically performed by City staff and consultants. The City uses this data to determine the timing of implementing the improvements listed in its facilities list. The City also uses this data to ensure that the improvements listed on the facilities list are constructed before the LOS falls below the LOS performance standards adopted by the City. In this way, the improvements are constructed before the LOS falls below the City’s LOS performance thresholds.

The Project Applicant will be subject to the City’s DIF fee program and will pay the requisite City DIF fees at the rates then in effect pursuant to the City’s ordinance. The Project Applicant’s payment of the requisite DIF at the rates then in effect, pursuant to the City DIF Program, would satisfy the Project’s proportional improvement requirements at potentially affected DIF-funded facilities.
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TABLE 8-1: ESTIMATED FEE OBLIGATION

8.2 MEASURE “I” FUNDS
In 2004, the voters of San Bernardino County approved the 30-year extension of Measure “I,” a one-half of one percent sales tax on retail transactions, through the year 2040, for transportation projects including, but not limited to, infrastructure improvements, commuter rail, public transit, and other identified improvements. The Measure “I” extension requires that a regional traffic impact fee be created to ensure development is paying its fair share. A regional Nexus study was prepared by SBCTA and concluded that each jurisdiction should include a regional fee component in their local programs in order to meet the Measure “I” requirement. The regional component assigns specific facilities and cost sharing formulas to each jurisdiction and was most recently updated in November 2011. Revenues collected through these programs are used in tandem with Measure “I” funds to deliver projects identified in the Nexus Study. While Measure “I” is a self-executing sales tax administered by SBCTA, it bears discussion here because the funds raised through Measure “I” have funded in the past and will continue to fund new transportation facilities in San Bernardino County.

8.3 FAIR SHARE CONTRIBUTION
Project improvement may include a combination of fee payments to established programs, construction of specific improvements, payment of a fair share contribution toward future improvements or a combination of these approaches. Improvements constructed by development may be eligible for a fee credit or reimbursement through the program where appropriate (to be determined at the City’s discretion).

When off-site improvements are identified with a minor share of responsibility assigned to proposed development, the approving jurisdiction may elect to collect a fair share contribution or require the development to construct improvements. Detailed fair share calculations, for each peak hour, has been provided on Table 8-2 for the applicable deficient study area intersections. 3866
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These fees are collected with the proceeds solely used as part of a funding mechanism aimed at ensuring that regional highways and arterial expansions keep pace with the projected population increases.

TABLE 8-2: PROJECT FAIR SHARE CALCULATIONS FOR INTERSECTIONS 3867
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9 REFERENCES

1. San Bernardino Associated Governments. Congestion Management Program for County of San Bernardino. County of San Bernardino : s.n., Updated June 2016.

2. Institute of Transportation Engineers. Trip Generation Manual. 11th Edition. 2021.

3. Transportation Research Board. Highway Capacity Manual (HCM). 6th Edition. s.l. : National Academy of Sciences, 2016.

4. California Department of Transportation. California Manual on Uniform Traffic Control Devices (CA MUTCD). [book auth.] California Department of Transportation. California Manual on Uniform Traffic Control Devices (CA MUTCD). 2014.

5. The Planning Center for The City of Ontario. The Ontario Plan Environmental Impact Report. Ontario :
s.n., July 2009.

6. The City of Eastvale. Adopted Genreal Plan. Eastvale : s.n., June 13, 2012.

7. Southern California Association of Governments. 2020 Regional Transportation Plan/Sustainable Communities Strategy. May 2020.
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APPENDIX 1.1:

APPROVED TRAFFIC STUDY SCOPING AGREEMENT
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October 25, 2021
Mr. Jay Bautista
City of Ontario
303 E. B Street
Ontario, CA 91764
SUBJECT: SCOPING ASSUMPTIONS FOR THE CALIFORNIA LOGISTICS CENTER TRAFFIC ANALYSIS Dear Mr. Jay Bautista:

Urban Crossroads, Inc. has conducted an initial assessment of the proposed California Logistics Center development (Project) to establish a traffic analysis (TA) scope of work that would be prepared in support of an Environmental Impact Report (EIR) Addendum. The Project is located on the southeast corner of Haven Avenue and E. Airport Drive in the City of Ontario. The following memo outlines the project-related trip generation, trip distribution patterns, proposed study area and analysis scenarios expected to be included in the Project traffic analysis.

PROJECT DESCRIPTION
Exhibit 1 illustrates the location map for the proposed Project and Exhibit 2 shows the preliminary site plan. The proposed Project is anticipated to be developed in one phase with an opening year of 2026.

For purposes of TA, the following mix of land uses are proposed to be evaluated for the Project:
• 642,368 square feet of high-cube cold storage warehouse use (15% of the total square footage) • 3,640,082 square feet of high-cube fulfillment center warehouse use (85% of the total square footage)
• Total of 4,282,450 square feet
Access to the proposed Project would be provided to the surrounding roadways of Haven Avenue, E.

Airport Drive, Carnegie Avenue, Commerce Parkway, Double Day Avenue, Dupont Avenue, La Salle Street, Santa Ana Street, and Jurupa Avenue. Exhibit 3 illustrates the Project with respect to the proposed study area.

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EXHIBIT 1: LOCATION MAP

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EXHIBIT 2: PRELIMINARY SITE PLAN

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EXHIBIT 3: STUDY AREA

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PROPOSED ANALYSIS SCENARIOS
The following analysis scenarios are proposed based on planned development phasing:
• Existing (2021)
• Existing plus Project
• Opening Year Cumulative (2026) Without Project
• Opening Year Cumulative (2026) With Project
• Horizon Year (2040) Without Project
• Horizon Year (2040) With Project

EXISTING COUNT DATA
The Cucamonga School District (in which the Project area lies within) started school for the 2021-2022 school year on August 12, 2021. In addition, Mountain View School District and Ontario Montclair School District have also started their school year. It is our understanding that schools are back to in-person instruction. We are proposing to conduct new traffic counts for the study area intersections and not apply any further adjustments in establishing the baseline as traffic counts would reflect the current conditions, including any foreseeable lasting effects due to the currently ongoing COVID-19 pandemic.

AMBIENT GROWTH
Future year traffic forecasts will be based upon a background (ambient) growth of 2% per year, compounded annually. The growth factor for Opening Year Cumulative (2026) traffic conditions will be

10.41% (or 1.025 years).

TRIP GENERATION
Trip generation represents the amount of traffic that is attracted and produced by a development and is based upon the specific land uses planned for a given project. Trip generation rates for the Project are shown in Table 1 for both actual vehicles and passenger car equivalent (PCE). The trip generation rates used for this analysis are based upon information collected by the Institute of Transportation Engineers (ITE) as provided in their Trip Generation Manual (11th Edition, 2021).

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TABLE 1: PROJECT TRIP GENERATION RATES
For purposes of this analysis, the following ITE land use codes and vehicle mixes have been utilized:
• ITE land use code 155 (High-Cube Fulfillment Center Warehouse, Non-Sort Facility) has been used to derive site specific trip generation estimates for up to 3,640,082 square feet. High-cube (nonsort facility) fulfillment center warehouses are primarily used for the storage and/or consolidation of manufactured goods prior to their distribution to retail locations or other warehouses. A typical high-cube warehouse will have a high level of automation and logistics management where the automation and logistics enable the processing of goods in a highly efficient manner. Fulfillment center warehouses include warehouses characterized by a significant storage function and direct distribution of ecommerce product to end users. These facilities handle smaller packages and quantities than other high-cube warehouses. A non-sort facility is a fulfillment center that ships large box items that are processed primarily with automation rather than through manual means. The High-Cube Fulfillment Center (Non-Sort ITE LU AM Peak Hour PM Peak Hour
Land Use1 Units2 Code In Out Total In Out Total
Actual Vehicle Trip Generation Rates
High-Cube Fulfillment Center (Non-Sort)3 TSF 155 0.122 0.028 0.150 0.062 0.098 0.160 1.810 Passenger Cars 0.105 0.025 0.130 0.059 0.091 0.150 1.580 2-Axle Trucks 0.002 0.001 0.003 0.001 0.001 0.002 0.038 3-Axle Trucks 0.002 0.002 0.004 0.001 0.001 0.002 0.048 4+-Axle Trucks 0.006 0.007 0.013 0.003 0.003 0.006 0.144 High-Cube Cold Storage Warehouse3 TSF 157 0.085 0.025 0.110 0.034 0.086 0.120 2.120 Passenger Cars 0.062 0.018 0.080 0.025 0.065 0.090 1.665 2-Axle Trucks 0.003 0.007 0.010 0.005 0.005 0.010 0.260 3-Axle Trucks 0.001 0.002 0.003 0.002 0.001 0.003 0.083 4+-Axle Trucks 0.005 0.011 0.016 0.008 0.008 0.016 0.113 Passenger Car Equivalent (PCE) Trip Generation Rates4
High-Cube Fulfillment Center (Non-Sort)3 TSF 155 0.122 0.028 0.150 0.062 0.098 0.160 1.810 Passenger Cars 0.105 0.025 0.130 0.059 0.091 0.150 1.580 2-Axle Trucks (PCE = 1.5) 0.003 0.002 0.005 0.002 0.001 0.003 0.058 3-Axle Trucks (PCE = 2.0) 0.005 0.005 0.010 0.003 0.003 0.005 0.119 4+-Axle Trucks (PCE = 3.0) 0.018 0.020 0.038 0.009 0.010 0.019 0.432 High-Cube Cold Storage Warehouse3 TSF 157 0.085 0.025 0.110 0.034 0.086 0.120 2.120 Passenger Cars 0.062 0.018 0.080 0.025 0.065 0.090 1.665 2-Axle Trucks (PCE = 1.5) 0.005 0.011 0.016 0.008 0.008 0.016 0.390 3-Axle Trucks (PCE = 2.0) 0.002 0.005 0.007 0.004 0.003 0.007 0.165 4+-Axle Trucks (PCE = 3.0) 0.015 0.034 0.049 0.024 0.025 0.049 0.338 1 Trip Generation and Vehicle Mix Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021). 2 TSF = thousand square feet
3 Truck Mix: South Coast Air Quality Management District’s (SCAQMD) recommended truck mix, by axle type.

Normalized % - Without Cold Storage: 16.7% 2-Axle trucks, 20.7% 3-Axle trucks, 62.6% 4-Axle trucks.

Normalized % - With Cold Storage: 34.7% 2-Axle trucks, 11.0% 3-Axle trucks, 54.3% 4-Axle trucks. 4 PCE factors: 2-axle = 1.5; 3-axle = 2.0; 4+-axle = 3.0.

Daily

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Facility) Warehouse vehicle mix (passenger cars versus trucks) has also been obtained from the ITE’s latest Trip Generation Manual. The truck percentages were further broken down by axle type per the following SCAQMD recommended truck mix: 2-Axle = 16.7%; 3-Axle = 20.7%; 4+- Axle = 62.6%.
• ITE land use code 157 (High-Cube Cold Storage Warehouse) has been used to derive site specific trip generation estimates for up to 642,368 square feet. High-cube cold storage warehouses include warehouses characterized by the storage and/or consolidation of manufactured goods (and to a lesser extent, raw materials) prior to their distribution to retail locations or other warehouses. High-cube cold storage warehouses are facilities typified by temperature-controlled environments for frozen food or other perishable products. The High-Cube Cold Storage Warehouse vehicle mix (passenger cars versus trucks) has also been obtained from the ITE’s latest Trip Generation Manual. The truck percentages were further broken down by axle type per the following SCAQMD recommended truck mix: 2-Axle = 34.7%; 3-Axle = 11.0%; 4+-Axle =

54.3%.

Finally, PCE factors were applied to the trip generation rates for heavy trucks (large 2-axles, 3-axles, 4+- axles) for the Project. PCEs allow the typical “real-world” mix of vehicle types to be represented as a single, standardized unit, such as the passenger car, to be used for the purposes of capacity and level of service analyses. The PCE factors are consistent with the recommended PCE factors in Appendix B of the San Bernardino County Congestion Management Program (CMP), 2016 Update.

The trip generation summary illustrating daily and peak hour trip generation estimates for the proposed Project in actual vehicles are shown on Table 2, and Table 3 shows the trip generation summary based on PCE. As shown on Table 2, the proposed Project is anticipated to generate a total of 7,980 vehicle trip-ends per day with 613 AM peak hour trips and 644 PM peak hour trips (in actual vehicles). For the purposes of the operations analyses, the PCE trip generation shown in Table 3 will be utilized consistent with other studies prepared within the City. Detailed Project trip generation by Building are provided in Attachment A of this scoping memorandum.

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TABLE 2: PROJECT TRIP GENERATION SUMMARY (ACTUAL VEHICLES) Land Use Quantity Units1 In Out Total In Out Total Daily Building 1:

Passenger Cars: 360.660 TSF 35 9 44 19 32 51 574
Total Truck Trips (Actual Vehicles): 4 4 8 1 1 2 96
Building 1 Total Trips (Actual Vehicles)2 39 13 52 20 33 53 670 Building 2:

Passenger Cars: 927.370 TSF 92 23 114 50 81 130 1,478
Total Truck Trips (Actual Vehicles): 10 11 21 6 7 13 246 Building 2 Total Trips (Actual Vehicles)2 102 34 135 56 88 143 1,724 Building 3:

Passenger Cars: 548.730 TSF 54 13 67 30 47 77 876
Total Truck Trips (Actual Vehicles): 5 7 12 2 3 5 148
Building 3 Total Trips (Actual Vehicles)2 59 20 79 32 50 82 1,024 Building 4:

Passenger Cars: 265.200 TSF 26 7 32 14 24 38 422
Total Truck Trips (Actual Vehicles): 1 1 2 1 1 2 72
Building 4 Total Trips (Actual Vehicles)2 27 8 34 15 25 40 494 Building 5:

Passenger Cars: 425.580 TSF 42 10 52 23 37 60 678
Total Truck Trips (Actual Vehicles): 4 4 8 2 2 4 116
Building 5 Total Trips (Actual Vehicles)2 46 14 60 25 39 64 794 Building 6:

Passenger Cars: 492.140 TSF 49 11 60 27 43 70 786
Total Truck Trips (Actual Vehicles): 5 7 12 2 2 4 130
Building 6 Total Trips (Actual Vehicles)2 54 18 72 29 45 74 916 Building 7:

Passenger Cars: 205.500 TSF 20 5 26 11 18 29 328
Total Truck Trips (Actual Vehicles): 1 1 2 1 1 2 58
Building 7 Total Trips (Actual Vehicles)2 21 6 28 12 19 31 386 Building 8:

Passenger Cars: 535.350 TSF 53 12 65 29 46 75 854
Total Truck Trips (Actual Vehicles): 5 7 12 2 2 4 146
Building 8 Total Trips (Actual Vehicles)2 58 19 77 31 48 79 1,000 Building 9:

Passenger Cars: 521.920 TSF 52 12 64 28 45 74 832
Total Truck Trips (Actual Vehicles): 5 7 12 2 2 4 140
Building 9 Total Trips (Actual Vehicles)2 57 19 76 30 47 78 972 423 102 524 231 373 604 6,828
40 49 89 19 21 40 1,152
463 151 613 250 394 644 7,980 1
TSF = thousand square feet
2 Total Trips = Passenger Cars + Truck Trips.

AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Project Total Trips (Actual Vehicles)2

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TABLE 3: PROJECT TRIP GENERATION SUMMARY (PCE)
Land Use Quantity Units1 In Out Total In Out Total Daily Building 1:

Passenger Cars: 360.660 TSF 35 9 44 19 32 51 574
Total Truck Trips (PCE): 10 12 22 5 5 10 236
Building 1 Total Trips (PCE)2 45 21 66 24 37 61 810
Building 2:

Passenger Cars: 927.370 TSF 92 23 114 50 81 130 1,478
Total Truck Trips (PCE): 23 29 52 15 15 30 606
Building 2 Total Trips (PCE)2 115 52 166 65 96 160 2,084 Building 3:

Passenger Cars: 548.730 TSF 54 13 67 30 47 77 876
Total Truck Trips (PCE): 12 16 28 9 9 18 360
Building 3 Total Trips (PCE)2 66 29 95 39 56 95 1,236
Building 4:

Passenger Cars: 265.200 TSF 26 7 32 14 24 38 422
Total Truck Trips (PCE): 7 6 13 4 4 8 178
Building 4 Total Trips (PCE)2 33 13 45 18 28 46 600
Building 5:

Passenger Cars: 425.580 TSF 42 10 52 23 37 60 678
Total Truck Trips (PCE): 11 13 24 7 8 15 282
Building 5 Total Trips (PCE)2 53 23 76 30 45 75 960
Building 6:

Passenger Cars: 492.140 TSF 49 11 60 27 43 70 786
Total Truck Trips (PCE): 12 15 27 9 8 17 324
Building 6 Total Trips (PCE)2 61 26 87 36 51 87 1,110
Building 7:

Passenger Cars: 205.500 TSF 20 5 26 11 18 29 328
Total Truck Trips (PCE): 5 5 10 3 3 6 136
Building 7 Total Trips (PCE)2 25 10 36 14 21 35 464
Building 8:

Passenger Cars: 535.350 TSF 53 12 65 29 46 75 854
Total Truck Trips (PCE): 12 16 28 9 8 17 352
Building 8 Total Trips (PCE)2 65 28 93 38 54 92 1,206
Building 9:

Passenger Cars: 521.920 TSF 52 12 64 28 45 74 832
Total Truck Trips (PCE): 12 16 28 9 8 17 344
Building 9 Total Trips (PCE)2 64 28 92 37 53 91 1,176
423 102 524 231 373 604 6,828
104 128 232 70 68 138 2,818
527 230 756 301 441 742 9,646 1
TSF = thousand square feet
2 Total Trips = Passenger Cars + Truck Trips.

Passenger Car Total
Truck Total (PCE)
Project Total Trips (PCE)2
AM Peak Hour PM Peak Hour

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TRIP DISTRIBUTION
The Project trip distribution and assignment process represents the directional orientation of traffic to and from the Projectsite. Exhibit 3 illustrates the truck trip distribution patterns for Existing plus Project, Opening Year Cumulative and Horizon Year conditions. As shown on Exhibit 4, trucks are anticipated to utilize designated truck routes to reach regional State highways such as the I-10, SR-60, and I-15 Freeways. Exhibit 5 illustrates the passenger car trip distribution patterns. Detailed Project trip distributions for each building are provided in Attachment B.

EXHIBIT 4: PROJECT (TRUCK) TRIP DISTRIBUTION

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EXHIBIT 5: PROJECT (PASSENGER CAR) TRIP DISTRIBUTION

INTERSECTION ANALYSIS LOCATIONS
Exhibit 3 depicts the recommended intersection analysis locations, based upon the Project trip generation and trip distribution patterns included as part of this letter. The recommended intersection analysis locations are based on the highest Project traffic contribution presented for either Opening Year Cumulative or Horizon Year scenarios (i.e., 50 peak hour trip criteria). Table 4 also includes a summary of the study area intersections.

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TABLE 4: INTERSECTION ANALYSIS LOCATIONS

VEHICLE MILES TRAVELLED (VMT)
The VMT thresholds and methodology outlined in the City of Ontario’s May 2020 VMT guidelines will be utilized to conduct the VMT analysis for the Project. The VMT analysis will be prepared and submitted under separate cover.
# Intersection # Intersection
1 Haven Av. & Inland Empire Bl. 30 Carnegie Av. & Driveway 18 2 Haven Av. & I-10 WB Ramps 31 Carnegie Av. & Jurupa Av. 3 Haven Av. & I-10 EB Ramps 32 Driveway 19 & Santa Ana St. 4 Haven Av. & E. Guasti Rd. 33 Driveway 20 & Santa Ana St. 5 Haven Av. & E. Airport Dr. 34 Commerce Pkwy. & Driveway 21 6 Haven Av. & Driveway 1 35 Commerce Pkwy. & Driveway 22 7 Haven Av. & Driveway 2 36 Commerce Pkwy. & Driveway 23 8 Haven Av. & La Salle St. 37 Commerce Pkwy. & Santa Ana St. 9 Haven Av. & Jurupa Av. 38 Commerce Pkwy. & Driveway 24 10 Haven Av. & Mission Bl. 39 Commerce Pkwy. & Driveway 25 11 Haven Av. & SR-60 WB Ramps 40 Commerce Pkwy. & Driveway 26 12 Haven Av. & SR-60 EB Ramps 41 Commerce Pkwy. & Jurupa Av. 13 Driveway 3 & E. Airport Dr. 42 Driveway 27 & Santa Ana St. 14 Driveway 4 & E. Airport Dr. 43 Driveway 28 & Santa Ana St. 15 Driveway 5 & E. Airport Dr. 44 Double Day Av. & Santa Ana St. 16 Driveway 6 & La Salle St. 45 Double Day Av. & Driveway 29 17 Driveway 7 & La Salle St. 46 Driveway 30 & Double Day Av. 18 Driveway 8 & La Salle St. 47 Dupont Av. & Santa Ana St. 19 Driveway 9 & Jurupa Av. 48 Dupont Av. & Double Day Av. 20 Driveway 10 & Jurupa Av. 49 Dupont Av. & Driveway 31 21 Driveway 11 & La Salle St. 50 Dupont Av. & Jurupa Av. 22 Carnegie Av. & E. Airport Dr. 51 Milliken Av. & E. Airport Dr. 23 Carnegie Av. & Driveway 12 52 Milliken Av. & Jurupa Av. 24 Carnegie Av. & Driveway 13 53 Milliken Av. & Mission Bl. 25 Carnegie Av. & Driveway 14 54 I-15 SB Ramps & Jurupa Av. 26 Carnegie Av. & Driveway 15/Santa Ana St. 55 I-15 NB Ramps & Jurupa Av. 27 Carnegie Av. & Driveway 16
28 Carnegie Av. & Driveway 17
29 Carnegie Av. & La Salle St.

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TRAFFIC SIGNAL WARRANTS
Traffic signal warrant analysis will be conducted for all unsignalized full access driveways/intersections following the guidance of the California Manual on Uniform Control Devices (CA MUTCD).

OPEN ITEMS – CUMULATIVE DEVELOPMENT PROJECTS
It is requested that the City of Ontario provide a current list of cumulative development projects for inclusion in our traffic study.

OPEN ITEMS – SIGNAL TIMING
It is requested that the City provide traffic signal timing for any City controlled intersections that we should take into consideration in our operations analysis.

If you have any questions, please contact me directly at (949) 861-0177.

Respectfully submitted,
URBAN CROSSROADS, INC.

Charlene So, PE
Associate Principal

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ATTACHMENT A: PROJECT TRIP GENERATION SUMMARIES BY BUILDING

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Table A‐1

Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles:

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 306.561 TSF Passenger Cars: 32 8 40 18 28 46 484
2‐axle Trucks: 1 0 1 0 0 1 12
3‐axle Trucks: 1 1 1 0 0 1 16
4+‐axle Trucks: 2 2 4 1 1 2 44
Total Truck Trips (Actual Vehicles): 4 3 7 1 1 2 72
Total Trips (Actual Vehicles)2 36 11 47 19 29 48 556
High‐Cube Cold Storage (15%) 54.099 TSF
Passenger Cars: 3 1 4 1 4 5 90
2‐axle Trucks: 0 0 0 0 0 0 14
3‐axle Trucks: 0 0 0 0 0 0 4
4+‐axle Trucks: 0 1 1 0 0 0 6
Total Truck Trips (Actual Vehicles): 0 1 1 0 0 0 24
Total Trips (Actual Vehicles)2 3 2 5 1 4 5 114
35 9 44 19 32 51 574
4 4 8 1 1 2 96
39 13 52 20 33 53 670
Passenger Car Equivalent (PCE):

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 306.561 TSF Passenger Cars: 32 8 40 18 28 46 484
2‐axle Trucks: 1 1 2 0 0 1 18
3‐axle Trucks: 2 2 3 1 1 2 36
4+‐axle Trucks: 6 6 12 3 3 6 132
Total Truck Trips (PCE): 9 9 18 4 4 8 186
Total Trips (PCE)2 41 17 58 22 32 54 670
High‐Cube Cold Storage (15%) 54.099 TSF
Passenger Cars: 3 1 4 1 4 5 90
2‐axle Trucks: 0 1 1 0 0 0 22
3‐axle Trucks: 0 0 0 0 0 0 10
4+‐axle Trucks: 1 2 3 1 1 2 18
Total Truck Trips (PCE): 1 3 4 1 1 2 50
Total Trips (PCE)2 4 4 8 2 5 7 140
35 9 44 19 32 51 574
10 12 22 5 5 10 236
45 21 66 24 37 61 810 1
TSF = thousand square feet 2  Total Trips = Passenger Cars + Truck Trips.

Project Trip Generation Summary (Building 1)
AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Building 1 Total Trips (Actual Vehicles)2
Passenger Car Total
Truck Total (PCE)
Building 1 Total Trips (PCE)2

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Table A‐2

Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles:

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 788.265 TSF Passenger Cars: 83 20 102 47 72 118 1,246
2‐axle Trucks: 2 1 3 1 1 1 30
3‐axle Trucks: 2 2 3 1 1 2 38
4+‐axle Trucks: 5 5 10 2 3 5 114
Total Truck Trips (Actual Vehicles): 9 8 17 4 5 9 182
Total Trips (Actual Vehicles)2 92 28 119 51 77 127 1,428 High‐Cube Cold Storage (15%) 139.106 TSF
Passenger Cars: 9 3 12 3 9 12 232
2‐axle Trucks: 0 1 1 1 1 2 36
3‐axle Trucks: 0 0 0 0 0 0 12
4+‐axle Trucks: 1 2 3 1 1 2 16
Total Truck Trips (Actual Vehicles): 1 3 4 2 2 4 64
Total Trips (Actual Vehicles)2 10 6 16 5 11 16 296
92 23 114 50 81 130 1,478
10 11 21 6 7 13 246
102 34 135 56 88 143 1,724
Passenger Car Equivalent (PCE):

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 788.265 TSF Passenger Cars: 83 20 102 47 72 118 1,246
2‐axle Trucks: 2 2 4 1 1 2 46
3‐axle Trucks: 4 4 8 2 2 4 94
4+‐axle Trucks: 14 15 30 7 8 15 340
Total Truck Trips (PCE): 20 21 41 10 11 21 480
Total Trips (PCE)2 103 41 143 57 83 139 1,726
High‐Cube Cold Storage (15%) 139.106 TSF
Passenger Cars: 9 3 12 3 9 12 232
2‐axle Trucks: 1 2 3 1 1 2 54
3‐axle Trucks: 0 1 1 1 0 1 24
4+‐axle Trucks: 2 5 7 3 3 6 48
Total Truck Trips (PCE): 3 8 11 5 4 9 126
Total Trips (PCE)2 12 11 23 8 13 21 358
92 23 114 50 81 130 1,478
23 29 52 15 15 30 606
115 52 166 65 96 160 2,084 1
TSF = thousand square feet 2  Total Trips = Passenger Cars + Truck Trips.

Project Trip Generation Summary (Building 2)
AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Building 2 Total Trips (Actual Vehicles)2
Passenger Car Total
Truck Total (PCE)
Building 2 Total Trips (PCE)2

1.1-16
3888
Table A‐3

Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles:

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 466.421 TSF Passenger Cars: 49 12 61 28 42 70 738
2‐axle Trucks: 1 1 2 0 0 1 18
3‐axle Trucks: 1 1 2 0 0 1 22
4+‐axle Trucks: 3 3 6 1 2 3 68
Total Truck Trips (Actual Vehicles): 5 5 10 1 2 3 108
Total Trips (Actual Vehicles)2 54 17 71 29 44 73 846
High‐Cube Cold Storage (15%) 82.310 TSF
Passenger Cars: 5 1 6 2 5 7 138
2‐axle Trucks: 0 1 1 0 0 0 22
3‐axle Trucks: 0 0 0 0 0 0 8
4+‐axle Trucks: 0 1 1 1 1 2 10
Total Truck Trips (Actual Vehicles): 0 2 2 1 1 2 40
Total Trips (Actual Vehicles)2 5 3 8 3 6 9 178
54 13 67 30 47 77 876
5 7 12 2 3 5 148
59 20 79 32 50 82 1,024
Passenger Car Equivalent (PCE):

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 466.421 TSF Passenger Cars: 49 12 61 28 42 70 738
2‐axle Trucks: 1 1 2 1 0 1 28
3‐axle Trucks: 2 2 5 1 1 2 56
4+‐axle Trucks: 8 9 18 4 5 9 202
Total Truck Trips (PCE): 11 12 23 6 6 12 286
Total Trips (PCE)2 60 24 84 34 48 82 1,024
High‐Cube Cold Storage (15%) 82.310 TSF
Passenger Cars: 5 1 6 2 5 7 138
2‐axle Trucks: 0 1 1 1 1 2 32
3‐axle Trucks: 0 0 0 0 0 0 14
4+‐axle Trucks: 1 3 4 2 2 4 28
Total Truck Trips (PCE): 1 4 5 3 3 6 74
Total Trips (PCE)2 6 5 11 5 8 13 212
54 13 67 30 47 77 876
12 16 28 9 9 18 360
66 29 95 39 56 95 1,236 1
TSF = thousand square feet 2  Total Trips = Passenger Cars + Truck Trips.

Project Trip Generation Summary (Building 3)
AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Building 3 Total Trips (Actual Vehicles)2
Passenger Car Total
Truck Total (PCE)
Building 3 Total Trips (PCE)2

1.1-17
3889
Table A‐4

Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles:

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 225.420 TSF Passenger Cars: 24 6 29 13 21 34 356
2‐axle Trucks: 0 0 1 0 0 0 10
3‐axle Trucks: 0 0 1 0 0 0 12
4+‐axle Trucks: 1 1 3 1 1 1 32
Total Truck Trips (Actual Vehicles): 1 1 2 1 1 2 54
Total Trips (Actual Vehicles)2 25 7 31 14 22 36 410
High‐Cube Cold Storage (15%) 39.780 TSF
Passenger Cars: 2 1 3 1 3 4 66
2‐axle Trucks: 0 0 0 0 0 0 10
3‐axle Trucks: 0 0 0 0 0 0 4
4+‐axle Trucks: 0 0 0 0 0 0 4
Total Truck Trips (Actual Vehicles): 0 0 0 0 0 0 18
Total Trips (Actual Vehicles)2 2 1 3 1 3 4 84
26 7 32 14 24 38 422
1 1 2 1 1 2 72
27 8 34 15 25 40 494
Passenger Car Equivalent (PCE):

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 225.420 TSF Passenger Cars: 24 6 29 13 21 34 356
2‐axle Trucks: 1 0 1 0 0 1 14
3‐axle Trucks: 1 1 2 1 1 1 28
4+‐axle Trucks: 4 4 8 2 2 4 98
Total Truck Trips (PCE): 6 5 11 3 3 6 140
Total Trips (PCE)2 30 11 40 16 24 40 496
High‐Cube Cold Storage (15%) 39.780 TSF
Passenger Cars: 2 1 3 1 3 4 66
2‐axle Trucks: 0 0 0 0 0 0 16
3‐axle Trucks: 0 0 0 0 0 0 8
4+‐axle Trucks: 1 1 2 1 1 2 14
Total Truck Trips (PCE): 1 1 2 1 1 2 38
Total Trips (PCE)2 3 2 5 2 4 6 104
26 7 32 14 24 38 422
7 6 13 4 4 8 178
33 13 45 18 28 46 600 1
TSF = thousand square feet 2  Total Trips = Passenger Cars + Truck Trips.

Project Trip Generation Summary (Building 4)
AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Building 4 Total Trips (Actual Vehicles)2
Passenger Car Total
Truck Total (PCE)
Building 4 Total Trips (PCE)2

1.1-18
3890
Table A‐5

Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles:

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 361.743 TSF Passenger Cars: 38 9 47 21 33 54 572
2‐axle Trucks: 1 0 1 0 0 1 14
3‐axle Trucks: 1 1 1 0 0 1 18
4+‐axle Trucks: 2 2 5 1 1 2 52
Total Truck Trips (Actual Vehicles): 4 3 7 1 1 2 84
Total Trips (Actual Vehicles)2 42 12 54 22 34 56 656
High‐Cube Cold Storage (15%) 63.837 TSF
Passenger Cars: 4 1 5 2 4 6 106
2‐axle Trucks: 0 0 0 0 0 0 18
3‐axle Trucks: 0 0 0 0 0 0 6
4+‐axle Trucks: 0 1 1 1 1 2 8
Total Truck Trips (Actual Vehicles): 0 1 1 1 1 2 32
Total Trips (Actual Vehicles)2 4 2 6 3 5 8 138
42 10 52 23 37 60 678
4 4 8 2 2 4 116
46 14 60 25 39 64 794
Passenger Car Equivalent (PCE):

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 361.743 TSF Passenger Cars: 38 9 47 21 33 54 572
2‐axle Trucks: 1 1 2 1 0 1 22
3‐axle Trucks: 2 2 4 1 1 2 44
4+‐axle Trucks: 7 7 14 3 4 7 156
Total Truck Trips (PCE): 10 10 20 5 5 10 222
Total Trips (PCE)2 48 19 67 26 38 64 794
High‐Cube Cold Storage (15%) 63.837 TSF
Passenger Cars: 4 1 5 2 4 6 106
2‐axle Trucks: 0 1 1 0 1 1 26
3‐axle Trucks: 0 0 0 0 0 0 12
4+‐axle Trucks: 1 2 3 2 2 4 22
Total Truck Trips (PCE): 1 3 4 2 3 5 60
Total Trips (PCE)2 5 4 9 4 7 11 166
42 10 52 23 37 60 678
11 13 24 7 8 15 282
53 23 76 30 45 75 960 1
TSF = thousand square feet 2  Total Trips = Passenger Cars + Truck Trips.

Project Trip Generation Summary (Building 5)
AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Building 5 Total Trips (Actual Vehicles)2
Passenger Car Total
Truck Total (PCE)
Building 5 Total Trips (PCE)2

1.1-19
3891
Table A‐6

Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles:

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 418.319 TSF Passenger Cars: 44 10 54 25 38 63 662
2‐axle Trucks: 1 1 1 0 0 1 16
3‐axle Trucks: 1 1 2 0 0 1 20
4+‐axle Trucks: 3 3 5 1 1 3 60
Total Truck Trips (Actual Vehicles): 5 5 10 1 1 2 96
Total Trips (Actual Vehicles)2 49 15 64 26 39 65 758
High‐Cube Cold Storage (15%) 73.821 TSF
Passenger Cars: 5 1 6 2 5 7 124
2‐axle Trucks: 0 1 1 0 0 0 20
3‐axle Trucks: 0 0 0 0 0 0 6
4+‐axle Trucks: 0 1 1 1 1 2 8
Total Truck Trips (Actual Vehicles): 0 2 2 1 1 2 34
Total Trips (Actual Vehicles)2 5 3 8 3 6 9 158
49 11 60 27 43 70 786
5 7 12 2 2 4 130
54 18 72 29 45 74 916
Passenger Car Equivalent (PCE):

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 418.319 TSF Passenger Cars: 44 10 54 25 38 63 662
2‐axle Trucks: 1 1 2 1 0 1 24
3‐axle Trucks: 2 2 4 1 1 2 50
4+‐axle Trucks: 8 8 16 4 4 8 182
Total Truck Trips (PCE): 11 11 22 6 5 11 256
Total Trips (PCE)2 55 21 76 31 43 74 918
High‐Cube Cold Storage (15%) 73.821 TSF
Passenger Cars: 5 1 6 2 5 7 124
2‐axle Trucks: 0 1 1 1 1 2 30
3‐axle Trucks: 0 0 0 0 0 0 12
4+‐axle Trucks: 1 3 4 2 2 4 26
Total Truck Trips (PCE): 1 4 5 3 3 6 68
Total Trips (PCE)2 6 5 11 5 8 13 192
49 11 60 27 43 70 786
12 15 27 9 8 17 324
61 26 87 36 51 87 1,110 1
TSF = thousand square feet 2  Total Trips = Passenger Cars + Truck Trips.

Project Trip Generation Summary (Building 6)
AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Building 6 Total Trips (Actual Vehicles)2
Passenger Car Total
Truck Total (PCE)
Building 6 Total Trips (PCE)2

1.1-20
3892
Table A‐7

Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles:

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 174.675 TSF Passenger Cars: 18 4 23 10 16 26 276
2‐axle Trucks: 0 0 1 0 0 0 8
3‐axle Trucks: 0 0 1 0 0 0 8
4+‐axle Trucks: 1 1 2 1 1 1 26
Total Truck Trips (Actual Vehicles): 1 1 2 1 1 2 42
Total Trips (Actual Vehicles)2 19 5 25 11 17 28 318
High‐Cube Cold Storage (15%) 30.825 TSF
Passenger Cars: 2 1 3 1 2 3 52
2‐axle Trucks: 0 0 0 0 0 0 8
3‐axle Trucks: 0 0 0 0 0 0 4
4+‐axle Trucks: 0 0 0 0 0 0 4
Total Truck Trips (Actual Vehicles): 0 0 0 0 0 0 16
Total Trips (Actual Vehicles)2 2 1 3 1 2 3 68
20 5 26 11 18 29 328
1 1 2 1 1 2 58
21 6 28 12 19 31 386
Passenger Car Equivalent (PCE):

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 174.675 TSF Passenger Cars: 18 4 23 10 16 26 276
2‐axle Trucks: 1 0 1 0 0 0 10
3‐axle Trucks: 1 1 2 0 0 1 22
4+‐axle Trucks: 3 3 7 2 2 3 76
Total Truck Trips (PCE): 5 4 9 2 2 4 108
Total Trips (PCE)2 23 8 32 12 18 30 384
High‐Cube Cold Storage (15%) 30.825 TSF
Passenger Cars: 2 1 3 1 2 3 52
2‐axle Trucks: 0 0 0 0 0 0 12
3‐axle Trucks: 0 0 0 0 0 0 6
4+‐axle Trucks: 0 1 1 1 1 2 10
Total Truck Trips (PCE): 0 1 1 1 1 2 28
Total Trips (PCE)2 2 2 4 2 3 5 80
20 5 26 11 18 29 328
5 5 10 3 3 6 136
25 10 36 14 21 35 464 1
TSF = thousand square feet 2  Total Trips = Passenger Cars + Truck Trips.

Project Trip Generation Summary (Building 7)
AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Building 7 Total Trips (Actual Vehicles)2
Passenger Car Total
Truck Total (PCE)
Building 7 Total Trips (PCE)2

1.1-21
3893
Table A‐8

Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles:

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 455.048 TSF Passenger Cars: 48 11 59 27 41 68 720
2‐axle Trucks: 1 1 2 0 0 1 18
3‐axle Trucks: 1 1 2 0 0 1 22
4+‐axle Trucks: 3 3 6 1 1 3 66
Total Truck Trips (Actual Vehicles): 5 5 10 1 1 2 106
Total Trips (Actual Vehicles)2 53 16 69 28 42 70 826
High‐Cube Cold Storage (15%) 80.303 TSF
Passenger Cars: 5 1 6 2 5 7 134
2‐axle Trucks: 0 1 1 0 0 0 22
3‐axle Trucks: 0 0 0 0 0 0 8
4+‐axle Trucks: 0 1 1 1 1 2 10
Total Truck Trips (Actual Vehicles): 0 2 2 1 1 2 40
Total Trips (Actual Vehicles)2 5 3 8 3 6 9 174
53 12 65 29 46 75 854
5 7 12 2 2 4 146
58 19 77 31 48 79 1,000
Passenger Car Equivalent (PCE):

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 455.048 TSF Passenger Cars: 48 11 59 27 41 68 720
2‐axle Trucks: 1 1 2 1 0 1 26
3‐axle Trucks: 2 2 5 1 1 2 54
4+‐axle Trucks: 8 9 17 4 4 9 198
Total Truck Trips (PCE): 11 12 23 6 5 11 278
Total Trips (PCE)2 59 23 82 33 46 79 998
High‐Cube Cold Storage (15%) 80.303 TSF
Passenger Cars: 5 1 6 2 5 7 134
2‐axle Trucks: 0 1 1 1 1 2 32
3‐axle Trucks: 0 0 0 0 0 0 14
4+‐axle Trucks: 1 3 4 2 2 4 28
Total Truck Trips (PCE): 1 4 5 3 3 6 74
Total Trips (PCE)2 6 5 11 5 8 13 208
53 12 65 29 46 75 854
12 16 28 9 8 17 352
65 28 93 38 54 92 1,206 1
TSF = thousand square feet 2  Total Trips = Passenger Cars + Truck Trips.

Project Trip Generation Summary (Building 8)
AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Building 8 Total Trips (Actual Vehicles)2
Passenger Car Total
Truck Total (PCE)
Building 8 Total Trips (PCE)2

1.1-22
3894
Table A‐9

Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles:

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 443.632 TSF Passenger Cars: 47 11 58 26 40 67 702
2‐axle Trucks: 1 1 1 0 0 1 18
3‐axle Trucks: 1 1 2 0 0 1 22
4+‐axle Trucks: 3 3 6 1 1 3 64
Total Truck Trips (Actual Vehicles): 5 5 10 1 1 2 104
Total Trips (Actual Vehicles)2 52 16 68 27 41 69 806
High‐Cube Cold Storage (15%) 78.288 TSF
Passenger Cars: 5 1 6 2 5 7 130
2‐axle Trucks: 0 1 1 0 0 0 20
3‐axle Trucks: 0 0 0 0 0 0 6
4+‐axle Trucks: 0 1 1 1 1 2 10
Total Truck Trips (Actual Vehicles): 0 2 2 1 1 2 36
Total Trips (Actual Vehicles)2 5 3 8 3 6 9 166
52 12 64 28 45 74 832
5 7 12 2 2 4 140
57 19 76 30 47 78 972
Passenger Car Equivalent (PCE):

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 443.632 TSF Passenger Cars: 47 11 58 26 40 67 702
2‐axle Trucks: 1 1 2 1 0 1 26
3‐axle Trucks: 2 2 5 1 1 2 54
4+‐axle Trucks: 8 9 17 4 4 8 192
Total Truck Trips (PCE): 11 12 23 6 5 11 272
Total Trips (PCE)2 58 23 81 32 45 78 974
High‐Cube Cold Storage (15%) 78.288 TSF
Passenger Cars: 5 1 6 2 5 7 130
2‐axle Trucks: 0 1 1 1 1 2 32
3‐axle Trucks: 0 0 0 0 0 0 14
4+‐axle Trucks: 1 3 4 2 2 4 26
Total Truck Trips (PCE): 1 4 5 3 3 6 72
Total Trips (PCE)2 6 5 11 5 8 13 202
52 12 64 28 45 74 832
12 16 28 9 8 17 344
64 28 92 37 53 91 1,176 1
TSF = thousand square feet 2  Total Trips = Passenger Cars + Truck Trips.

Project Trip Generation Summary (Building 9)
AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Building 9 Total Trips (Actual Vehicles)2
Passenger Car Total
Truck Total (PCE)
Building 9 Total Trips (PCE)2

1.1-23
3895
14274-02 TA Scope REV
ATTACHMENT B: DETAILED DISTRIBUTIONS BY BUILDING

1.1-24
3896
18 7 38
37 20 55 25
43 N 18
7 38
37 18 5725
10 = Percent To/From Project
= Outbound
= Inbound
Cars

1.1-25
3897
31 35
34 50 50
N
15 31 35 15
50 10 = Percent To/From Project
= Outbound
= Inbound
Trucks
34 50
65 65

1.1-26
3898
N
10 = Percent To Project
= Inbound
Cars Trucks 44 1550 35
34 16
50 30 20
11 45 11
20 15
15 5
620
332
25 1.1-27
3899
N
10 = Percent To/From Project
= Outbound
Cars Trucks
20 11
45 20 24
30 5
56 45
34 35 50 31
16 35
50 35
50 5
20 15
15 31 1016 15
6 1635

1.1-28
3900
18 63
10 = Percent To/From Project
Cars Trucks
N
45 25
26 4035
11 4
28 38
64 31 56
35 30
34 1650
10 10 26

1.1-29
3901
10 = Percent To/From Project
= Outbound
= Inbound 18 45
5 N
Cars Trucks
Cars Trucks 203020 3020
10 25
12 31 35
35 31 69
34 66
34 31 34
34 31 20
32 5 20
50 18 30 30
17 1.1-30
3902
10 = Percent To/From Project
= Outbound
= Inbound
20 1826 2525
11 45
22 3 31 25 1826
20 45 65 3134
35 35
20 11 11 25
N
Cars Trucks
Cars Trucks
5 20
50 50
35 1550
5 10
2 8
10 2

1.1-31
3903
10 = Percent To/From Project
= Outbound
= Inbound N
Cars Trucks
Cars Trucks 18
24 26
26 2030 4511
23 4
6 65
35 65 35 30 31 65 35 34
35 44 30 25
25 25 19 20 31

1.1-32
3904
10 = Percent To/From Project
= Outbound
= Inbound N
Cars Trucks
Cars Trucks 56
30 4030 18 26 26 50 3134
50 35
10 = Percent To/From Project 4030
30 56 30 14

1.1-33
3905
10 = Percent To/From Project
= Outbound
= Inbound N
Cars Trucks
Cars Trucks 18
30 45 4030 11 26
15 8
100 35 65
100 35 3030 45 4030 14 11
5 10 65

1.1-34
3906
10 = Percent To/From Project
= Outbound
= Inbound
Cars Trucks
N 20
20 40 35 26 18
11 25
5 100
35 34 31
35 34 100 31
40 45 26 20 18 20 22
4 11
20 16 712
35 1.1-35
3907
This Page Intentionally Left Blank
3908
California Logistics Center Traffic Analysis
14274-03 TA Report
APPENDIX 1.2:

SITE ADJACENT QUEUES
3909
California Logistics Center Traffic Analysis
14274-03 TA Report
This Page Intentionally Left Blank
3910
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - AM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 1
Intersection: 6: Haven Av. & Driveway 1
Movement WB NB NB NB
Directions Served R T T TR
Maximum Queue (ft) 28 514 504 509
Average Queue (ft) 4 473 475 477
95th Queue (ft) 19 492 491 498
Link Distance (ft) 193 465 465 465
Upstream Blk Time (%) 71 38 41
Queuing Penalty (veh) 583 309 332
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 7: Haven Av. & Driveway 2
Movement WB NB NB NB
Directions Served R T T TR
Maximum Queue (ft) 160 2760 2791 2810
Average Queue (ft) 49 2708 2643 2608
95th Queue (ft) 132 2936 2931 3058
Link Distance (ft) 408 2745 2745 2745
Upstream Blk Time (%) 65 8 10
Queuing Penalty (veh) 531 65 86
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Driveway 3 & E. Airport Dr.

Movement WB NB
Directions Served L LTR
Maximum Queue (ft) 29 30
Average Queue (ft) 8 3
95th Queue (ft) 29 18
Link Distance (ft) 318
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 210
Storage Blk Time (%)
Queuing Penalty (veh)

1.2-1
3911
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - AM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 2
Intersection: 14: Driveway 4 & E. Airport Dr.

Movement NB
Directions Served R
Maximum Queue (ft) 31
Average Queue (ft) 6
95th Queue (ft) 26
Link Distance (ft) 265
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: Driveway 5 & E. Airport Dr.

Movement EB NB
Directions Served TR R
Maximum Queue (ft) 54 31
Average Queue (ft) 2 14
95th Queue (ft) 18 39
Link Distance (ft) 105 362
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 16: Driveway 6 & La Salle St.

Movement WB NB
Directions Served L LR
Maximum Queue (ft) 31 31
Average Queue (ft) 1 3
95th Queue (ft) 10 19
Link Distance (ft) 213
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200
Storage Blk Time (%)
Queuing Penalty (veh)

1.2-2
3912
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - AM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 3
Intersection: 17: Driveway 7 & La Salle St.

Movement NB
Directions Served LR
Maximum Queue (ft) 30
Average Queue (ft) 6
95th Queue (ft) 25
Link Distance (ft) 176
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 18: La Salle St. & Driveway 8
Movement SB
Directions Served LR
Maximum Queue (ft) 31
Average Queue (ft) 6
95th Queue (ft) 26
Link Distance (ft) 693
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 19: La Salle St. & Driveway 9
Movement SB
Directions Served LR
Maximum Queue (ft) 30
Average Queue (ft) 1
95th Queue (ft) 10
Link Distance (ft) 218
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

1.2-3
3913
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - AM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 4
Intersection: 20: Jurupa St. & Driveway 10
Movement WB WB SB
Directions Served T TR R
Maximum Queue (ft) 136 120 31
Average Queue (ft) 19 22 2
95th Queue (ft) 83 83 15
Link Distance (ft) 120 120 324
Upstream Blk Time (%) 2 2
Queuing Penalty (veh) 8 8
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 21: Jurupa St. & Driveway 11
Movement WB WB SB
Directions Served T TR R
Maximum Queue (ft) 209 117 31
Average Queue (ft) 13 7 2
95th Queue (ft) 96 51 14
Link Distance (ft) 1279 1279 479
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Carnegie Av. & Driveway 12
Movement EB
Directions Served LTR
Maximum Queue (ft) 31
Average Queue (ft) 6
95th Queue (ft) 27
Link Distance (ft) 244
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

1.2-4
3914
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - AM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 5
Intersection: 24: Carnegie Av. & Driveway 13
Movement WB SB
Directions Served LR L
Maximum Queue (ft) 30 31
Average Queue (ft) 1 4
95th Queue (ft) 10 21
Link Distance (ft) 241
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 25: Carnegie Av. & Driveway 14
Movement EB
Directions Served LR
Maximum Queue (ft) 31
Average Queue (ft) 5
95th Queue (ft) 24
Link Distance (ft) 385
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 26: Carnegie Av. & Driveway 15/Santa Ana St.

Movement EB WB WB WB NB NB NB SB SB SB
Directions Served LTR L LTR R L T TR L T TR
Maximum Queue (ft) 29 30 31 30 25 51 51 46 23 43
Average Queue (ft) 1 2 24 5 6 28 29 15 8 21
95th Queue (ft) 10 14 44 23 23 41 40 35 25 38
Link Distance (ft) 661 127 127 325 325 624 624
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200 200 110
Storage Blk Time (%)
Queuing Penalty (veh)

1.2-5
3915
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - AM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 6
Intersection: 27: Carnegie Av. & Driveway 16
Movement EB NB
Directions Served LR L
Maximum Queue (ft) 31 31
Average Queue (ft) 18 4
95th Queue (ft) 42 21
Link Distance (ft) 496
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 28: Carnegie Av. & Driveway 17
Movement EB
Directions Served LR
Maximum Queue (ft) 31
Average Queue (ft) 3
95th Queue (ft) 18
Link Distance (ft) 411
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 30: Carnegie Av. & Driveway 18
Movement WB
Directions Served LR
Maximum Queue (ft) 31
Average Queue (ft) 4
95th Queue (ft) 21
Link Distance (ft) 255
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

1.2-6
3916
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - AM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 7
Intersection: 32: Driveway 19 & Santa Ana St.

Movement NB SB
Directions Served LTR LTR
Maximum Queue (ft) 31 31
Average Queue (ft) 3 2
95th Queue (ft) 18 15
Link Distance (ft) 310 364
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 33: Driveway 20 & Santa Ana St.

Movement EB NB SB
Directions Served L LTR LTR
Maximum Queue (ft) 31 31 31
Average Queue (ft) 1 9 8
95th Queue (ft) 10 32 30
Link Distance (ft) 389 368
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 34: Commerce Pkwy. & Driveway 21
Movement EB
Directions Served R
Maximum Queue (ft) 29
Average Queue (ft) 4
95th Queue (ft) 20
Link Distance (ft) 216
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

1.2-7
3917
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - AM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 8
Intersection: 35: Commerce Pkwy. & Driveway 22
Movement EB
Directions Served R
Maximum Queue (ft) 30
Average Queue (ft) 10
95th Queue (ft) 33
Link Distance (ft) 338
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 36: Commerce Pkwy. & Driveway 23
Movement WB
Directions Served R
Maximum Queue (ft) 28
Average Queue (ft) 2
95th Queue (ft) 14
Link Distance (ft) 419
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 38: Commerce Pkwy. & Driveway 24
Movement EB
Directions Served R
Maximum Queue (ft) 31
Average Queue (ft) 11
95th Queue (ft) 35
Link Distance (ft) 224
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

1.2-8
3918
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - AM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 9
Intersection: 39: Commerce Pkwy. & Driveway 25
Movement WB SB
Directions Served LR L
Maximum Queue (ft) 75 26
Average Queue (ft) 23 1
95th Queue (ft) 51 9
Link Distance (ft) 413
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 40: Commerce Pkwy. & Driveway 26
Movement WB
Directions Served R
Maximum Queue (ft) 31
Average Queue (ft) 4
95th Queue (ft) 21
Link Distance (ft) 338
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 42: Driveway 27 & Santa Ana St.

Movement EB WB NB SB
Directions Served L L LTR LTR
Maximum Queue (ft) 28 30 31 31
Average Queue (ft) 1143
95th Queue (ft) 9 10 22 18
Link Distance (ft) 368 230
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200 200
Storage Blk Time (%)
Queuing Penalty (veh)

1.2-9
3919
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - AM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 10
Intersection: 43: Driveway 28 & Santa Ana St.

Movement EB WB NB SB
Directions Served L L LTR LTR
Maximum Queue (ft) 31 30 31 31
Average Queue (ft) 1344
95th Queue (ft) 10 18 19 21
Link Distance (ft) 336 236
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 44: Doubleday Av. & Driveway 29
Movement EB
Directions Served LR
Maximum Queue (ft) 31
Average Queue (ft) 2
95th Queue (ft) 15
Link Distance (ft) 385
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 46: Driveway 30 & Doubleday Av.

Movement NB
Directions Served LR
Maximum Queue (ft) 30
Average Queue (ft) 2
95th Queue (ft) 14
Link Distance (ft) 210
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 1922

1.2-10
3920
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - PM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 1
Intersection: 6: Haven Av. & Driveway 1
Movement WB NB NB NB
Directions Served R T T TR
Maximum Queue (ft) 50 517 501 508
Average Queue (ft) 5 476 474 476
95th Queue (ft) 24 493 491 495
Link Distance (ft) 193 465 465 465
Upstream Blk Time (%) 77 40 47
Queuing Penalty (veh) 613 319 371
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 7: Haven Av. & Driveway 2
Movement NB NB NB
Directions Served T T TR
Maximum Queue (ft) 2780 2780 2818
Average Queue (ft) 2506 2485 2253
95th Queue (ft) 3144 3137 3345
Link Distance (ft) 2745 2745 2745
Upstream Blk Time (%) 53 14 8
Queuing Penalty (veh) 415 113 62
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Driveway 3 & E. Airport Dr.

Movement EB EB WB WB WB NB
Directions Served T TR L T TR LTR
Maximum Queue (ft) 587 598 27 68 205 113
Average Queue (ft) 216 165 3 2 25 27
95th Queue (ft) 604 535 18 22 115 78
Link Distance (ft) 587 587 205 205 318
Upstream Blk Time (%) 0 0 1
Queuing Penalty (veh) 2 1 3
Storage Bay Dist (ft) 210
Storage Blk Time (%) 32
Queuing Penalty (veh) 0

1.2-11
3921
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - PM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 2
Intersection: 14: Driveway 4 & E. Airport Dr.

Movement EB EB WB NB
Directions Served T TR T R
Maximum Queue (ft) 227 280 53 184
Average Queue (ft) 126 36 2 67
95th Queue (ft) 297 176 17 191
Link Distance (ft) 205 205 105 265
Upstream Blk Time (%) 29 3
Queuing Penalty (veh) 150 16
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: Driveway 5 & E. Airport Dr.

Movement EB EB NB
Directions Served T TR R
Maximum Queue (ft) 122 95 289
Average Queue (ft) 77 3 82
95th Queue (ft) 165 31 217
Link Distance (ft) 105 105 362
Upstream Blk Time (%) 32 0
Queuing Penalty (veh) 165 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 16: Driveway 6 & La Salle St.

Movement WB WB NB
Directions Served T T LR
Maximum Queue (ft) 141 160 31
Average Queue (ft) 28 35 5
95th Queue (ft) 101 123 24
Link Distance (ft) 156 156 213
Upstream Blk Time (%) 0 4
Queuing Penalty (veh) 0 1
Storage Bay Dist (ft)
Storage Blk Time (%) 0
Queuing Penalty (veh) 0

1.2-12
3922
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - PM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 3
Intersection: 17: Driveway 7 & La Salle St.

Movement NB
Directions Served LR
Maximum Queue (ft) 30
Average Queue (ft) 7
95th Queue (ft) 28
Link Distance (ft) 176
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 18: La Salle St. & Driveway 8
Movement SB
Directions Served LR
Maximum Queue (ft) 31
Average Queue (ft) 14
95th Queue (ft) 40
Link Distance (ft) 693
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 19: La Salle St. & Driveway 9
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

1.2-13
3923
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - PM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 4
Intersection: 20: Jurupa St. & Driveway 10
Movement WB WB SB
Directions Served T TR R
Maximum Queue (ft) 145 122 96
Average Queue (ft) 127 93 47
95th Queue (ft) 138 162 77
Link Distance (ft) 120 120 324
Upstream Blk Time (%) 71 15
Queuing Penalty (veh) 384 83
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 21: Jurupa St. & Driveway 11
Movement WB WB SB
Directions Served T TR R
Maximum Queue (ft) 1301 1290 74
Average Queue (ft) 818 571 13
95th Queue (ft) 1337 1256 46
Link Distance (ft) 1279 1279 479
Upstream Blk Time (%) 9 2
Queuing Penalty (veh) 44 13
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Carnegie Av. & Driveway 12
Movement EB WB NB NB NB
Directions Served LTR LTR L T TR
Maximum Queue (ft) 202 30 189 221 126
Average Queue (ft) 79 9 6 113 5
95th Queue (ft) 176 28 62 253 43
Link Distance (ft) 244 187 204 204
Upstream Blk Time (%) 0 13
Queuing Penalty (veh) 0 42
Storage Bay Dist (ft) 200
Storage Blk Time (%) 0 13
Queuing Penalty (veh) 0 0

1.2-14
3924
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - PM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 5
Intersection: 24: Carnegie Av. & Driveway 13
Movement WB NB NB
Directions Served LR T TR
Maximum Queue (ft) 31 197 98
Average Queue (ft) 9 28 3
95th Queue (ft) 32 125 32
Link Distance (ft) 241 538 538
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 25: Carnegie Av. & Driveway 14
Movement EB
Directions Served LR
Maximum Queue (ft) 54
Average Queue (ft) 14
95th Queue (ft) 42
Link Distance (ft) 385
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 26: Carnegie Av. & Driveway 15/Santa Ana St.

Movement EB WB WB WB NB NB NB SB SB SB
Directions Served LTR L LTR R L T TR L T TR
Maximum Queue (ft) 31 31 31 31 25 53 71 49 48 61
Average Queue (ft) 8 2 25 18 2 39 40 12 28 40
95th Queue (ft) 31 15 44 42 14 57 61 34 48 58
Link Distance (ft) 661 127 127 325 325 624 624
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200 200 110
Storage Blk Time (%)
Queuing Penalty (veh)

1.2-15
3925
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - PM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 6
Intersection: 27: Carnegie Av. & Driveway 16
Movement EB NB
Directions Served LR L
Maximum Queue (ft) 31 31
Average Queue (ft) 23 8
95th Queue (ft) 45 30
Link Distance (ft) 496
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 28: Carnegie Av. & Driveway 17
Movement EB NB
Directions Served LR L
Maximum Queue (ft) 32 29
Average Queue (ft) 12 1
95th Queue (ft) 36 10
Link Distance (ft) 411
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 30: Carnegie Av. & Driveway 18
Movement WB NB NB
Directions Served LR T TR
Maximum Queue (ft) 31 56 31
Average Queue (ft) 13 3 1
95th Queue (ft) 37 21 10
Link Distance (ft) 255 1115 1115
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

1.2-16
3926
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - PM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 7
Intersection: 32: Driveway 19 & Santa Ana St.

Movement NB SB
Directions Served LTR LTR
Maximum Queue (ft) 31 31
Average Queue (ft) 5 5
95th Queue (ft) 24 24
Link Distance (ft) 310 364
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 33: Driveway 20 & Santa Ana St.

Movement NB SB
Directions Served LTR LTR
Maximum Queue (ft) 31 31
Average Queue (ft) 16 15
95th Queue (ft) 42 41
Link Distance (ft) 389 368
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 34: Commerce Pkwy. & Driveway 21
Movement EB NB
Directions Served R T
Maximum Queue (ft) 29 53
Average Queue (ft) 5 3
95th Queue (ft) 23 21
Link Distance (ft) 216 433
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

1.2-17
3927
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - PM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 8
Intersection: 35: Commerce Pkwy. & Driveway 22
Movement EB
Directions Served R
Maximum Queue (ft) 30
Average Queue (ft) 4
95th Queue (ft) 21
Link Distance (ft) 338
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 36: Commerce Pkwy. & Driveway 23
Movement WB
Directions Served R
Maximum Queue (ft) 30
Average Queue (ft) 6
95th Queue (ft) 26
Link Distance (ft) 419
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 38: Commerce Pkwy. & Driveway 24
Movement EB NB
Directions Served R T
Maximum Queue (ft) 31 42
Average Queue (ft) 14 1
95th Queue (ft) 40 14
Link Distance (ft) 224 463
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

1.2-18
3928
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - PM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 9
Intersection: 39: Commerce Pkwy. & Driveway 25
Movement WB SB
Directions Served LR L
Maximum Queue (ft) 55 31
Average Queue (ft) 17 1
95th Queue (ft) 45 10
Link Distance (ft) 413
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 40: Commerce Pkwy. & Driveway 26
Movement WB
Directions Served R
Maximum Queue (ft) 31
Average Queue (ft) 5
95th Queue (ft) 23
Link Distance (ft) 338
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 42: Driveway 27 & Santa Ana St.

Movement EB NB SB
Directions Served L LTR LTR
Maximum Queue (ft) 30 54 31
Average Queue (ft) 1 18 6
95th Queue (ft) 10 45 26
Link Distance (ft) 368 230
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200
Storage Blk Time (%)
Queuing Penalty (veh)

1.2-19
3929
Queuing and Blocking Report
Horizon Year (2040) With Project Conditions - PM Peak Hour With Improvements 01/08/2022 California Logistics Center (JN 14274) SimTraffic Report Urban Crossroads, Inc. Page 10
Intersection: 43: Driveway 28 & Santa Ana St.

Movement EB WB NB SB
Directions Served L L LTR LTR
Maximum Queue (ft) 30 30 31 31
Average Queue (ft) 1 1 12 6
95th Queue (ft) 10 10 37 25
Link Distance (ft) 336 236
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 44: Doubleday Av. & Driveway 29
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 46: Driveway 30 & Doubleday Av.

Movement NB
Directions Served LR
Maximum Queue (ft) 30
Average Queue (ft) 11
95th Queue (ft) 34
Link Distance (ft) 210
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 2796

1.2-20
3930
California Logistics Center Traffic Analysis
14274-03 TA Report
APPENDIX 1.3:

TRUCK TURNING TEMPLATE
3931
California Logistics Center Traffic Analysis
14274-03 TA Report
This Page Intentionally Left Blank
3932
R45' R40'
5'
45'
R45'
5' 45'
R45' R40'
5'
45'
R45' R40'
5' 45'
N Dwy. 4
E. Airport Dr. Dwy. 4
E. Airport Dr.

1.3-1
3933
R40' R40' 50' R40' R40' 50' N Haven Av. Haven Av.

Dwy. 2
Dwy. 2

1.3-2
3934
R45' R40'
5'
45'
R45' R40'
5' 45'
R45' R40'
5'
45'
R45' R40'
5' 45'
N Dwy. 5
E. Airport Dr. Dwy. 5
E. Airport Dr.

1.3-3
3935
65' R40'
30' 4' 65' R40'
30' 4' N Carnegie Av.

Dwy. 16
Carnegie Av.

Dwy. 16

1.3-4
3936
50'
R40' R45'
R40'
50'
R40' R45'
R40'
50'
N Dwy. 6
La Salle St.

La Salle St. Dwy. 6

1.3-5
3937
R45' R40' 50'
R45' R40'
50'
N Dwy. 8
La Salle St.

La Salle St. Dwy. 8

1.3-6
3938
50' R40' R45'
50' R40' R45'
N Dwy. 9
La Salle St.

La Salle St. Dwy. 9

1.3-7
3939
65' R40'
30' 4' 65' R40'
30' 4' N Carnegie Av.

Dwy. 16
Carnegie Av.

Dwy. 16

1.3-8
3940
R45'
R40' R45'
50'
R45' 50'
R45'
R40' R45'
50'
R45'
N Dwy. 7
La Salle St.

La Salle St. Dwy. 7

1.3-9
3941
R40' R45'
R40' R45'
N Dwy. 11
Jurupa St. Dwy. 11
Jurupa St.

1.3-10
3942
R40'
R40' R40'
R40'
R40' R40' N Dwy. 20
Santa Ana St. Dwy. 20
Santa Ana St.

1.3-11
3943
R40'
68'
5'
12'
R40'
68'
5'
12' N
Dwy. 22
Commerce Pkwy.

Dwy. 22
Commerce Pkwy.

1.3-12
3944
R40' R40'
R40'
R40' R40'
R40'
N Dwy. 20
Santa Ana St. Dwy. 20
Santa Ana St.

1.3-13
3945
R35' R35' N
Dwy. 24
Commerce Pkwy.

Dwy. 24
Commerce Pkwy.

1.3-14
3946
R40'
R40' R40'
R40'
R40' R40'
N Dwy. 28
Santa Ana St. Dwy. 28
Santa Ana St.

1.3-15
3947
R40' R40' 50' R40' R40' 50' N
Dwy. 29
Doubleday Av.

Dwy. 29
Doubleday Av.

1.3-16
3948
30' 24'
30' 24' N
Dwy. 25
Commerce Pkwy.

Dwy. 25
Commerce Pkwy.

1.3-17
3949
R40'
R40' R40'
R40'
R40' R40'
N Dwy. 28
Santa Ana St. Dwy. 28
Santa Ana St.

1.3-18
3950
30' 24'
30' 24' N
Dwy. 25
Commerce Pkwy.

Dwy. 25
Commerce Pkwy.

1.3-19
3951
This Page Intentionally Left Blank

1.3-20
3952
California Logistics Center Traffic Analysis
14274-03 TA Report
APPENDIX 3.1:

EXISTING TRAFFIC COUNTS –OCTOBER 2021
3953
California Logistics Center Traffic Analysis
14274-03 TA Report
This Page Intentionally Left Blank
3954
File Name : 01_ONT_Hav_Inland AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 4 234 9 0 247 20 17 2 0 39 46 284 46 0 376 5 11 45 36 61 36 723 759 07:15 AM 4 266 9 0 279 18 31 3 0 52 55 284 57 0 396 8 15 58 33 81 33 808 841 07:30 AM 9 291 11 0 311 20 21 5 0 46 75 339 71 0 485 4 14 61 46 79 46 921 967 07:45 AM 11 354 25 0 390 22 23 4 0 49 104 412 103 0 619 21 22 69 48 112 48 1170 1218 Total 28 1145 54 0 1227 80 92 14 0 186 280 1319 277 0 1876 38 62 233 163 333 163 3622 3785 08:00 AM 7 350 15 0 372 37 23 3 0 63 80 415 69 0 564 29 22 73 36 124 36 1123 1159 08:15 AM 14 295 22 0 331 26 22 4 0 52 87 398 79 0 564 15 27 46 33 88 33 1035 1068 08:30 AM 9 312 17 0 338 27 23 6 0 56 85 359 67 0 511 5 22 58 42 85 42 990 1032 08:45 AM 9 300 17 0 326 31 22 9 0 62 93 401 84 0 578 16 16 57 32 89 32 1055 1087 Total 39 1257 71 0 1367 121 90 22 0 233 345 1573 299 0 2217 65 87 234 143 386 143 4203 4346 Grand Total 67 2402 125 0 2594 201 182 36 0 419 625 2892 576 0 4093 103 149 467 306 719 306 7825 8131 Apprch % 2.6 92.6 4.8 48 43.4 8.6 15.3 70.7 14.1 14.3 20.7 65 Total % 0.9 30.7 1.6 33.2 2.6 2.3 0.5 5.4 8 37 7.4 52.3 1.3 1.9 6 9.2 3.8 96.2 Passenger Vehicles 66 2200 121 2387 183 172 35 390 607 2688 566 3861 99 140 435 960 0 0 7598 % Passenger Vehicles 98.5 91.6 96.8 0 92 91 94.5 97.2 0 93.1 97.1 92.9 98.3 0 94.3 96.1 94 93.1 93.5 93.7 0 0 93.4 Large 2 Axle Vehicles 1 72 3 76 15 9 1 25 5 71 4 80 2 6 11 25 0 0 206 % Large 2 Axle Vehicles 1.5 3 2.4 0 2.9 7.5 4.9 2.8 0 6 0.8 2.5 0.7 0 2 1.9 4 2.4 2 2.4 0 0 2.5 3 Axle Vehicles 0 29 0 29 2 0 0 2 2 17 3 22 0 0 2 4 0 0 57 % 3 Axle Vehicles 0 1.2 0 0 1.1 1 0 0 0 0.5 0.3 0.6 0.5 0 0.5 0 0 0.4 0.7 0.4 0 0 0.7 4+ Axle Trucks 0 101 1 102 1 1 0 2 11 116 3 130 2 3 19 36 0 0 270 % 4+ Axle Trucks 0 4.2 0.8 0 3.9 0.5 0.5 0 0 0.5 1.8 4 0.5 0 3.2 1.9 2 4.1 3.9 3.5 0 0 3.3 Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 11 354 25 390 22 23 4 49 104 412 103 619 21 22 69 112 1170 08:00 AM 7 350 15 372 37 23 3 63 80 415 69 564 29 22 73 124 1123 08:15 AM 14 295 22 331 26 22 4 52 87 398 79 564 15 27 46 88 1035 08:30 AM 9 312 17 338 27 23 6 56 85 359 67 511 5 22 58 85 990 Total Volume 41 1311 79 1431 112 91 17 220 356 1584 318 2258 70 93 246 409 4318 % App. Total 2.9 91.6 5.5 50.9 41.4 7.7 15.8 70.2 14.1 17.1 22.7 60.1 PHF .732 .926 .790 .917 .757 .989 .708 .873 .856 .954 .772 .912 .603 .861 .842 .825 .923 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-1
3955
File Name : 01_ONT_Hav_Inland AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Inland Empire Boulevard
Inland Empire Boulevard
Haven Avenue
Right
79 1311
Thru Left
41 In Out Total
1671 1431 3102
Right
17 Thru
91 Left
112
Out In Total
452 220 672
Left
356
Thru
1584
Right
318
Out Total In
1669 2258 3927
Left
70 Thru
93 Right
246
Total In Out
935 409 526
Peak Hour Data
Peak Hour Begins at 07:45 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-2
3956
File Name : 01_ONT_Hav_Inland AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 Each Approach Begins at:
07:45 AM 08:00 AM 07:45 AM 07:45 AM
+0 mins. 11 354 25 390 37 23 3 63 104 412 103 619 21 22 69 112 +15 mins. 7 350 15 372 26 22 4 52 80 415 69 564 29 22 73 124 +30 mins. 14 295 22 331 27 23 6 56 87 398 79 564 15 27 46 88 +45 mins. 9 312 17 338 31 22 9 62 85 359 67 511 5 22 58 85 Total Volume 41 1311 79 1431 121 90 22 233 356 1584 318 2258 70 93 246 409 % App. Total 2.9 91.6 5.5 51.9 38.6 9.4 15.8 70.2 14.1 17.1 22.7 60.1 PHF .732 .926 .790 .917 .818 .978 .611 .925 .856 .954 .772 .912 .603 .861 .842 .825 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-3
3957
File Name : 01_ONT_Hav_Inland AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 4 213 9 0 226 17 16 2 0 35 44 259 44 0 347 5 10 43 34 58 34 666 700 07:15 AM 4 249 9 0 262 17 28 3 0 48 54 260 57 0 371 6 14 54 32 74 32 755 787 07:30 AM 9 275 11 0 295 17 19 4 0 40 72 319 70 0 461 4 14 56 42 74 42 870 912 07:45 AM 11 329 25 0 365 22 23 4 0 49 101 388 101 0 590 20 20 66 47 106 47 1110 1157 Total 28 1066 54 0 1148 73 86 13 0 172 271 1226 272 0 1769 35 58 219 155 312 155 3401 3556 08:00 AM 7 315 14 0 336 32 22 3 0 57 80 385 67 0 532 29 22 68 34 119 34 1044 1078 08:15 AM 14 267 20 0 301 24 21 4 0 49 85 373 78 0 536 15 26 42 31 83 31 969 1000 08:30 AM 9 283 17 0 309 25 22 6 0 53 81 329 66 0 476 5 20 54 38 79 38 917 955 08:45 AM 8 269 16 0 293 29 21 9 0 59 90 375 83 0 548 15 14 52 28 81 28 981 1009 Total 38 1134 67 0 1239 110 86 22 0 218 336 1462 294 0 2092 64 82 216 131 362 131 3911 4042 Grand Total 66 2200 121 0 2387 183 172 35 0 390 607 2688 566 0 3861 99 140 435 286 674 286 7312 7598 Apprch % 2.8 92.2 5.1 46.9 44.1 9 15.7 69.6 14.7 14.7 20.8 64.5 Total % 0.9 30.1 1.7 32.6 2.5 2.4 0.5 5.3 8.3 36.8 7.7 52.8 1.4 1.9 5.9 9.2 3.8 96.2 Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 11 329 25 365 22 23 4 49 101 388 101 590 20 20 66 106 1110 08:00 AM 7 315 14 336 32 22 3 57 80 385 67 532 29 22 68 119 1044 08:15 AM 14 267 20 301 24 21 4 49 85 373 78 536 15 26 42 83 969 08:30 AM 9 283 17 309 25 22 6 53 81 329 66 476 5 20 54 79 917 Total Volume 41 1194 76 1311 103 88 17 208 347 1475 312 2134 69 88 230 387 4040 % App. Total 3.1 91.1 5.8 49.5 42.3 8.2 16.3 69.1 14.6 17.8 22.7 59.4 PHF .732 .907 .760 .898 .805 .957 .708 .912 .859 .950 .772 .904 .595 .846 .846 .813 .910 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-4
3958
File Name : 01_ONT_Hav_Inland AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Inland Empire Boulevard
Inland Empire Boulevard
Haven Avenue
Right
76 1194
Thru Left
41 In Out Total
1561 1311 2872
Right
17 Thru
88 Left
103
Out In Total
441 208 649
Left
347
Thru
1475
Right
312
Out Total In
1527 2134 3661
Left
69 Thru
88 Right
230
Total In Out
898 387 511
Peak Hour Data
Peak Hour Begins at 07:45 AM
Passenger Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-5
3959
File Name : 01_ONT_Hav_Inland AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:45 AM 07:45 AM
+0 mins. 11 329 25 365 22 23 4 49 101 388 101 590 20 20 66 106 +15 mins. 7 315 14 336 32 22 3 57 80 385 67 532 29 22 68 119 +30 mins. 14 267 20 301 24 21 4 49 85 373 78 536 15 26 42 83 +45 mins. 9 283 17 309 25 22 6 53 81 329 66 476 5 20 54 79 Total Volume 41 1194 76 1311 103 88 17 208 347 1475 312 2134 69 88 230 387 % App. Total 3.1 91.1 5.8 49.5 42.3 8.2 16.3 69.1 14.6 17.8 22.7 59.4 PHF .732 .907 .760 .898 .805 .957 .708 .912 .859 .950 .772 .904 .595 .846 .846 .813 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-6
3960
File Name : 01_ONT_Hav_Inland AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 10 0 0 10 2 1 0 0 3 0 6 0 0 6 0 1 0 0 1 0 20 20 07:15 AM 0 5 0 0 5 1 2 0 0 3 0 9 0 0 9 1 1 3 1 5 1 22 23 07:30 AM 0 5 0 0 5 3 2 1 0 6 0 8 0 0 8 0 0 0 0 0 0 19 19 07:45 AM 0 13 0 0 13 0 0 0 0 0 1 8 1 0 10 0 1 2 1 3 1 26 27 Total 0 33 0 0 33 6 5 1 0 12 1 31 1 0 33 1 3 5 2 9 2 87 89 08:00 AM 0 11 1 0 12 4 1 0 0 5 0 9 0 0 9 0 0 2 1 2 1 28 29 08:15 AM 0 9 2 0 11 2 1 0 0 3 2 6 1 0 9 0 1 2 1 3 1 26 27 08:30 AM 0 9 0 0 9 1 1 0 0 2 1 10 1 0 12 0 1 2 2 3 2 26 28 08:45 AM 1 10 0 0 11 2 1 0 0 3 1 15 1 0 17 1 1 0 0 2 0 33 33 Total 1 39 3 0 43 9 4 0 0 13 4 40 3 0 47 1 3 6 4 10 4 113 117 Grand Total 1 72 3 0 76 15 9 1 0 25 5 71 4 0 80 2 6 11 6 19 6 200 206 Apprch % 1.3 94.7 3.9 60 36 4 6.2 88.8 5 10.5 31.6 57.9 Total % 0.5 36 1.5 38 7.5 4.5 0.5 12.5 2.5 35.5 2 40 1 3 5.5 9.5 2.9 97.1 Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 13 0 13 0 0 0 0 1 8 1 10 0 1 2 3 26
08:00 AM 0 11 1 12 4 1 0 5 0 9 0 9 0 0 2 2 28
08:15 AM 0 9 2 11 2 1 0 3 2 6 1 9 0 1 2 3 26
08:30 AM 0 9 0 9 1 1 0 2 1 10 1 12 0 1 2 3 26
Total Volume 0 42 3 45 7 3 0 10 4 33 3 40 0 3 8 11 106
% App. Total 0 93.3 6.7 70 30 0 10 82.5 7.5 0 27.3 72.7 PHF .000 .808 .375 .865 .438 .750 .000 .500 .500 .825 .750 .833 .000 .750 1.00 .917 .946 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-7
3961
File Name : 01_ONT_Hav_Inland AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Inland Empire Boulevard
Inland Empire Boulevard
Haven Avenue
Right
3 Thru
42 Left
0 In Out Total
33 45 78
Right
0 Thru
3 Left
7 Out In Total
6 10 16
Left
4 Thru
33 Right
3 Out Total In
57 40 97
Left
0 Thru
3 Right
8 Total In Out
21 11 10
Peak Hour Data
Peak Hour Begins at 07:45 AM
Large 2 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-8
3962
File Name : 01_ONT_Hav_Inland AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:45 AM 07:45 AM
+0 mins. 0 13 0 13 0 0 0 0 1 8 1 10 0 1 2 3
+15 mins. 0 11 1 12 4 1 0 5 0 9 0 9 0 0 2 2
+30 mins. 0 9 2 11 2 1 0 3 2 6 1 9 0 1 2 3
+45 mins. 0 9 0 9 1 1 0 2 1 10 1 12 0 1 2 3
Total Volume 0 42 3 45 7 3 0 10 4 33 3 40 0 3 8 11
% App. Total 0 93.3 6.7 70 30 0 10 82.5 7.5 0 27.3 72.7 PHF .000 .808 .375 .865 .438 .750 .000 .500 .500 .825 .750 .833 .000 .750 1.000 .917 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-9
3963
File Name : 01_ONT_Hav_Inland AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 4 0 0 4 1 0 0 0 1 1 5 1 0 7 0 0 1 1 1 1 13 14 07:15 AM 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 5 5
07:30 AM 0 2 0 0 2 0 0 0 0 0 1 2 1 0 4 0 0 1 1 1 1 7 8
07:45 AM 0 3 0 0 3 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 5 5
Total 0 11 0 0 11 1 0 0 0 1 2 11 3 0 16 0 0 2 2 2 2 30 32 08:00 AM 0 6 0 0 6 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 9 9
08:15 AM 0 5 0 0 5 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 6 6
08:30 AM 0 4 0 0 4 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 0 7 7
08:45 AM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3
Total 0 18 0 0 18 1 0 0 0 1 0 6 0 0 6 0 0 0 0 0 0 25 25 Grand Total 0 29 0 0 29 2 0 0 0 2 2 17 3 0 22 0 0 2 2 2 2 55 57 Apprch % 0 100 0 100 0 0 9.1 77.3 13.6 0 0 100
Total % 0 52.7 0 52.7 3.6 0 0 3.6 3.6 30.9 5.5 40 0 0 3.6 3.6 3.5 96.5 Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 3 0 3 0 0 0 0 0 1 1 2 0 0 0 0 5
08:00 AM 0 6 0 6 0 0 0 0 0 3 0 3 0 0 0 0 9
08:15 AM 0 5 0 5 0 0 0 0 0 1 0 1 0 0 0 0 6
08:30 AM 0 4 0 4 1 0 0 1 0 2 0 2 0 0 0 0 7
Total Volume 0 18 0 18 1 0 0 1 0 7 1 8 0 0 0 0 27
% App. Total 0 100 0 100 0 0 0 87.5 12.5 0 0 0
PHF .000 .750 .000 .750 .250 .000 .000 .250 .000 .583 .250 .667 .000 .000 .000 .000 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-10
3964
File Name : 01_ONT_Hav_Inland AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Inland Empire Boulevard
Inland Empire Boulevard
Haven Avenue
Right
0 Thru
18 Left
0 In Out Total
7 18 25
Right
0 Thru
0 Left
1 Out In Total
1 1 2
Left
0 Thru
7 Right
1 Out Total In
19 8 27
Left
0 Thru
0 Right
0 Total In Out
0 0 0
Peak Hour Data
Peak Hour Begins at 07:45 AM
3 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-11
3965
File Name : 01_ONT_Hav_Inland AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:45 AM 07:45 AM
+0 mins. 0 3 0 3 0 0 0 0 0 1 1 2 0 0 0 0
+15 mins. 0 6 0 6 0 0 0 0 0 3 0 3 0 0 0 0
+30 mins. 0 5 0 5 0 0 0 0 0 1 0 1 0 0 0 0
+45 mins. 0 4 0 4 1 0 0 1 0 2 0 2 0 0 0 0
Total Volume 0 18 0 18 1 0 0 1 0 7 1 8 0 0 0 0
% App. Total 0 100 0 100 0 0 0 87.5 12.5 0 0 0
PHF .000 .750 .000 .750 .250 .000 .000 .250 .000 .583 .250 .667 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-12
3966
File Name : 01_ONT_Hav_Inland AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 7 0 0 7 0 0 0 0 0 1 14 1 0 16 0 0 1 1 1 1 24 25 07:15 AM 0 10 0 0 10 0 1 0 0 1 1 12 0 0 13 1 0 1 0 2 0 26 26 07:30 AM 0 9 0 0 9 0 0 0 0 0 2 10 0 0 12 0 0 4 3 4 3 25 28 07:45 AM 0 9 0 0 9 0 0 0 0 0 2 15 0 0 17 1 1 1 0 3 0 29 29 Total 0 35 0 0 35 0 1 0 0 1 6 51 1 0 58 2 1 7 4 10 4 104 108 08:00 AM 0 18 0 0 18 1 0 0 0 1 0 18 2 0 20 0 0 3 1 3 1 42 43 08:15 AM 0 14 0 0 14 0 0 0 0 0 0 18 0 0 18 0 0 2 1 2 1 34 35 08:30 AM 0 16 0 0 16 0 0 0 0 0 3 18 0 0 21 0 1 2 2 3 2 40 42 08:45 AM 0 18 1 0 19 0 0 0 0 0 2 11 0 0 13 0 1 5 4 6 4 38 42 Total 0 66 1 0 67 1 0 0 0 1 5 65 2 0 72 0 2 12 8 14 8 154 162 Grand Total 0 101 1 0 102 1 1 0 0 2 11 116 3 0 130 2 3 19 12 24 12 258 270 Apprch % 0 99 1 50 50 0 8.5 89.2 2.3 8.3 12.5 79.2
Total % 0 39.1 0.4 39.5 0.4 0.4 0 0.8 4.3 45 1.2 50.4 0.8 1.2 7.4 9.3 4.4 95.6 Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 9 0 9 0 0 0 0 2 15 0 17 1 1 1 3 29
08:00 AM 0 18 0 18 1 0 0 1 0 18 2 20 0 0 3 3 42
08:15 AM 0 14 0 14 0 0 0 0 0 18 0 18 0 0 2 2 34
08:30 AM 0 16 0 16 0 0 0 0 3 18 0 21 0 1 2 3 40
Total Volume 0 57 0 57 1 0 0 1 5 69 2 76 1 2 8 11 145
% App. Total 0 100 0 100 0 0 6.6 90.8 2.6 9.1 18.2 72.7 PHF .000 .792 .000 .792 .250 .000 .000 .250 .417 .958 .250 .905 .250 .500 .667 .917 .863 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-13
3967
File Name : 01_ONT_Hav_Inland AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Inland Empire Boulevard
Inland Empire Boulevard
Haven Avenue
Right
0 Thru
57 Left
0 In Out Total
70 57 127
Right
0 Thru
0 Left
1 Out In Total
4 1 5
Left
5 Thru
69 Right
2 Out Total In
66 76 142
Left
1 Thru
2 Right
8 Total In Out
16 11 5
Peak Hour Data
Peak Hour Begins at 07:45 AM
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-14
3968
File Name : 01_ONT_Hav_Inland AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:45 AM 07:45 AM
+0 mins. 0 9 0 9 0 0 0 0 2 15 0 17 1 1 1 3
+15 mins. 0 18 0 18 1 0 0 1 0 18 2 20 0 0 3 3
+30 mins. 0 14 0 14 0 0 0 0 0 18 0 18 0 0 2 2
+45 mins. 0 16 0 16 0 0 0 0 3 18 0 21 0 1 2 3
Total Volume 0 57 0 57 1 0 0 1 5 69 2 76 1 2 8 11
% App. Total 0 100 0 100 0 0 6.6 90.8 2.6 9.1 18.2 72.7 PHF .000 .792 .000 .792 .250 .000 .000 .250 .417 .958 .250 .905 .250 .500 .667 .917 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-15
3969
File Name : 01_ONT_Hav_Inland PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 10 346 20 0 376 106 48 9 0 163 61 434 123 0 618 38 51 80 31 169 31 1326 1357 04:15 PM 13 386 12 0 411 73 48 14 0 135 67 454 98 0 619 38 54 84 24 176 24 1341 1365 04:30 PM 13 393 13 0 419 90 46 8 0 144 86 429 90 0 605 46 80 98 44 224 44 1392 1436 04:45 PM 10 380 24 0 414 68 59 8 0 135 65 430 99 0 594 45 74 72 38 191 38 1334 1372 Total 46 1505 69 0 1620 337 201 39 0 577 279 1747 410 0 2436 167 259 334 137 760 137 5393 5530 05:00 PM 6 424 12 0 442 90 65 10 0 165 82 401 96 0 579 59 84 107 42 250 42 1436 1478 05:15 PM 8 382 16 0 406 82 53 12 0 147 82 383 112 0 577 39 92 91 43 222 43 1352 1395 05:30 PM 6 344 13 0 363 76 55 19 0 150 80 454 99 0 633 34 58 72 42 164 42 1310 1352 05:45 PM 8 270 17 0 295 58 41 11 0 110 79 415 61 0 555 24 40 49 21 113 21 1073 1094 Total 28 1420 58 0 1506 306 214 52 0 572 323 1653 368 0 2344 156 274 319 148 749 148 5171 5319 Grand Total 74 2925 127 0 3126 643 415 91 0 1149 602 3400 778 0 4780 323 533 653 285 1509 285 10564 10849 Apprch % 2.4 93.6 4.1 56 36.1 7.9 12.6 71.1 16.3 21.4 35.3 43.3 Total % 0.7 27.7 1.2 29.6 6.1 3.9 0.9 10.9 5.7 32.2 7.4 45.2 3.1 5 6.2 14.3 2.6 97.4 Passenger Vehicles 72 2762 125 2959 633 403 89 1125 593 3242 763 4598 320 522 636 1757 0 0 10439 % Passenger Vehicles 97.3 94.4 98.4 0 94.7 98.4 97.1 97.8 0 97.9 98.5 95.4 98.1 0 96.2 99.1 97.9 97.4 97.9 97.9 0 0 96.2 Large 2 Axle Vehicles 0 63 2 65 7 10 0 17 7 43 8 58 2 9 11 27 0 0 167 % Large 2 Axle Vehicles 0 2.2 1.6 0 2.1 1.1 2.4 0 0 1.5 1.2 1.3 1 0 1.2 0.6 1.7 1.7 1.8 1.5 0 0 1.5 3 Axle Vehicles 0 22 0 22 1 1 2 4 0 16 3 19 0 1 1 2 0 0 47 % 3 Axle Vehicles 0 0.8 0 0 0.7 0.2 0.2 2.2 0 0.3 0 0.5 0.4 0 0.4 0 0.2 0.2 0 0.1 0 0 0.4 4+ Axle Trucks 2 78 0 80 2 1 0 3 2 99 4 105 1 1 5 8 0 0 196 % 4+ Axle Trucks 2.7 2.7 0 0 2.6 0.3 0.2 0 0 0.3 0.3 2.9 0.5 0 2.2 0.3 0.2 0.8 0.4 0.4 0 0 1.8 Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 13 393 13 419 90 46 8 144 86 429 90 605 46 80 98 224 1392 04:45 PM 10 380 24 414 68 59 8 135 65 430 99 594 45 74 72 191 1334 05:00 PM 6 424 12 442 90 65 10 165 82 401 96 579 59 84 107 250 1436 05:15 PM 8 382 16 406 82 53 12 147 82 383 112 577 39 92 91 222 1352 Total Volume 37 1579 65 1681 330 223 38 591 315 1643 397 2355 189 330 368 887 5514 % App. Total 2.2 93.9 3.9 55.8 37.7 6.4 13.4 69.8 16.9 21.3 37.2 41.5 PHF .712 .931 .677 .951 .917 .858 .792 .895 .916 .955 .886 .973 .801 .897 .860 .887 .960 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-16
3970
File Name : 01_ONT_Hav_Inland PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Inland Empire Boulevard
Inland Empire Boulevard
Haven Avenue
Right
65 1579
Thru Left
37 In Out Total
1870 1681 3551
Right
38 Thru
223
Left
330
Out In Total
764 591 1355
Left
315
Thru
1643
Right
397
Out Total In
2277 2355 4632
Left
189
Thru
330
Right
368
Total In Out
1490 887 603
Peak Hour Data
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-17
3971
File Name : 01_ONT_Hav_Inland PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 Each Approach Begins at:
04:15 PM 04:45 PM 04:00 PM 04:30 PM
+0 mins. 13 386 12 411 68 59 8 135 61 434 123 618 46 80 98 224 +15 mins. 13 393 13 419 90 65 10 165 67 454 98 619 45 74 72 191 +30 mins. 10 380 24 414 82 53 12 147 86 429 90 605 59 84 107 250 +45 mins. 6 424 12 442 76 55 19 150 65 430 99 594 39 92 91 222 Total Volume 42 1583 61 1686 316 232 49 597 279 1747 410 2436 189 330 368 887 % App. Total 2.5 93.9 3.6 52.9 38.9 8.2 11.5 71.7 16.8 21.3 37.2 41.5 PHF .808 .933 .635 .954 .878 .892 .645 .905 .811 .962 .833 .984 .801 .897 .860 .887 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-18
3972
File Name : 01_ONT_Hav_Inland PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 9 324 20 0 353 104 46 9 0 159 59 406 121 0 586 36 51 78 31 165 31 1263 1294 04:15 PM 13 357 12 0 382 72 46 14 0 132 65 436 97 0 598 38 52 82 24 172 24 1284 1308 04:30 PM 12 371 13 0 396 88 46 8 0 142 84 404 87 0 575 46 78 97 44 221 44 1334 1378 04:45 PM 10 354 23 0 387 65 58 7 0 130 63 407 95 0 565 45 73 71 38 189 38 1271 1309 Total 44 1406 68 0 1518 329 196 38 0 563 271 1653 400 0 2324 165 254 328 137 747 137 5152 5289 05:00 PM 6 408 12 0 426 90 61 10 0 161 82 385 93 0 560 59 83 106 42 248 42 1395 1437 05:15 PM 8 367 16 0 391 81 53 12 0 146 82 371 110 0 563 39 88 86 41 213 41 1313 1354 05:30 PM 6 322 12 0 340 76 53 19 0 148 79 441 99 0 619 34 58 69 39 161 39 1268 1307 05:45 PM 8 259 17 0 284 57 40 10 0 107 79 392 61 0 532 23 39 47 20 109 20 1032 1052 Total 28 1356 57 0 1441 304 207 51 0 562 322 1589 363 0 2274 155 268 308 142 731 142 5008 5150 Grand Total 72 2762 125 0 2959 633 403 89 0 1125 593 3242 763 0 4598 320 522 636 279 1478 279 10160 10439 Apprch % 2.4 93.3 4.2 56.3 35.8 7.9 12.9 70.5 16.6 21.7 35.3 43 Total % 0.7 27.2 1.2 29.1 6.2 4 0.9 11.1 5.8 31.9 7.5 45.3 3.1 5.1 6.3 14.5 2.7 97.3 Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 12 371 13 396 88 46 8 142 84 404 87 575 46 78 97 221 1334 04:45 PM 10 354 23 387 65 58 7 130 63 407 95 565 45 73 71 189 1271 05:00 PM 6 408 12 426 90 61 10 161 82 385 93 560 59 83 106 248 1395 05:15 PM 8 367 16 391 81 53 12 146 82 371 110 563 39 88 86 213 1313 Total Volume 36 1500 64 1600 324 218 37 579 311 1567 385 2263 189 322 360 871 5313 % App. Total 2.2 93.8 4 56 37.7 6.4 13.7 69.2 17 21.7 37 41.3 PHF .750 .919 .696 .939 .900 .893 .771 .899 .926 .963 .875 .984 .801 .915 .849 .878 .952 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-19
3973
File Name : 01_ONT_Hav_Inland PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Inland Empire Boulevard
Inland Empire Boulevard
Haven Avenue
Right
64 1500
Thru Left
36 In Out Total
1793 1600 3393
Right
37 Thru
218
Left
324
Out In Total
743 579 1322
Left
311
Thru
1567
Right
385
Out Total In
2184 2263 4447
Left
189
Thru
322
Right
360
Total In Out
1464 871 593
Peak Hour Data
Peak Hour Begins at 04:30 PM
Passenger Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-20
3974
File Name : 01_ONT_Hav_Inland PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 12 371 13 396 88 46 8 142 84 404 87 575 46 78 97 221 +15 mins. 10 354 23 387 65 58 7 130 63 407 95 565 45 73 71 189 +30 mins. 6 408 12 426 90 61 10 161 82 385 93 560 59 83 106 248 +45 mins. 8 367 16 391 81 53 12 146 82 371 110 563 39 88 86 213 Total Volume 36 1500 64 1600 324 218 37 579 311 1567 385 2263 189 322 360 871 % App. Total 2.2 93.8 4 56 37.7 6.4 13.7 69.2 17 21.7 37 41.3 PHF .750 .919 .696 .939 .900 .893 .771 .899 .926 .963 .875 .984 .801 .915 .849 .878 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-21
3975
File Name : 01_ONT_Hav_Inland PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 8 0 0 8 1 2 0 0 3 1 11 2 0 14 1 0 1 0 2 0 27 27 04:15 PM 0 11 0 0 11 1 1 0 0 2 1 6 0 0 7 0 1 0 0 1 0 21 21 04:30 PM 0 8 0 0 8 2 0 0 0 2 2 9 2 0 13 0 2 1 0 3 0 26 26 04:45 PM 0 10 1 0 11 1 1 0 0 2 2 3 1 0 6 0 1 1 0 2 0 21 21 Total 0 37 1 0 38 5 4 0 0 9 6 29 5 0 40 1 4 3 0 8 0 95 95 05:00 PM 0 8 0 0 8 0 4 0 0 4 0 4 2 0 6 0 1 1 0 2 0 20 20 05:15 PM 0 6 0 0 6 1 0 0 0 1 0 1 1 0 2 0 3 4 2 7 2 16 18 05:30 PM 0 8 1 0 9 0 2 0 0 2 1 4 0 0 5 0 0 2 2 2 2 18 20 05:45 PM 0 4 0 0 4 1 0 0 0 1 0 5 0 0 5 1 1 1 1 3 1 13 14 Total 0 26 1 0 27 2 6 0 0 8 1 14 3 0 18 1 5 8 5 14 5 67 72 Grand Total 0 63 2 0 65 7 10 0 0 17 7 43 8 0 58 2 9 11 5 22 5 162 167 Apprch % 0 96.9 3.1 41.2 58.8 0 12.1 74.1 13.8 9.1 40.9 50 Total % 0 38.9 1.2 40.1 4.3 6.2 0 10.5 4.3 26.5 4.9 35.8 1.2 5.6 6.8 13.6 3 97 Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 8 0 8 2 0 0 2 2 9 2 13 0 2 1 3 26
04:45 PM 0 10 1 11 1 1 0 2 2 3 1 6 0 1 1 2 21
05:00 PM 0 8 0 8 0 4 0 4 0 4 2 6 0 1 1 2 20
05:15 PM 0 6 0 6 1 0 0 1 0 1 1 2 0 3 4 7 16
Total Volume 0 32 1 33 4 5 0 9 4 17 6 27 0 7 7 14 83
% App. Total 0 97 3 44.4 55.6 0 14.8 63 22.2 0 50 50
PHF .000 .800 .250 .750 .500 .313 .000 .563 .500 .472 .750 .519 .000 .583 .438 .500 .798 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-22
3976
File Name : 01_ONT_Hav_Inland PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Inland Empire Boulevard
Inland Empire Boulevard
Haven Avenue
Right
1 Thru
32 Left
0 In Out Total
17 33 50
Right
0 Thru
5 Left
4 Out In Total
13 9 22
Left
4 Thru
17 Right
6 Out Total In
43 27 70
Left
0 Thru
7 Right
7 Total In Out
24 14 10
Peak Hour Data
Peak Hour Begins at 04:30 PM
Large 2 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-23
3977
File Name : 01_ONT_Hav_Inland PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 8 0 8 2 0 0 2 2 9 2 13 0 2 1 3
+15 mins. 0 10 1 11 1 1 0 2 2 3 1 6 0 1 1 2
+30 mins. 0 8 0 8 0 4 0 4 0 4 2 6 0 1 1 2
+45 mins. 0 6 0 6 1 0 0 1 0 1 1 2 0 3 4 7
Total Volume 0 32 1 33 4 5 0 9 4 17 6 27 0 7 7 14
% App. Total 0 97 3 44.4 55.6 0 14.8 63 22.2 0 50 50
PHF .000 .800 .250 .750 .500 .313 .000 .563 .500 .472 .750 .519 .000 .583 .438 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-24
3978
File Name : 01_ONT_Hav_Inland PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 5 0 0 5 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 7 7
04:15 PM 0 5 0 0 5 0 1 0 0 1 0 3 0 0 3 0 0 1 0 1 0 10 10 04:30 PM 0 3 0 0 3 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 5 5
04:45 PM 0 0 0 0 0 0 0 1 0 1 0 4 1 0 5 0 0 0 0 0 0 6 6
Total 0 13 0 0 13 1 1 1 0 3 0 9 2 0 11 0 0 1 0 1 0 28 28 05:00 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3
05:15 PM 0 2 0 0 2 0 0 0 0 0 0 3 1 0 4 0 1 0 0 1 0 7 7
05:30 PM 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 5 5
05:45 PM 0 1 0 0 1 0 0 1 0 1 0 2 0 0 2 0 0 0 0 0 0 4 4
Total 0 9 0 0 9 0 0 1 0 1 0 7 1 0 8 0 1 0 0 1 0 19 19
Grand Total 0 22 0 0 22 1 1 2 0 4 0 16 3 0 19 0 1 1 0 2 0 47 47 Apprch % 0 100 0 25 25 50 0 84.2 15.8 0 50 50
Total % 0 46.8 0 46.8 2.1 2.1 4.3 8.5 0 34 6.4 40.4 0 2.1 2.1 4.3 0 100 Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 3 0 3 0 0 0 0 0 1 1 2 0 0 0 0 5
04:45 PM 0 0 0 0 0 0 1 1 0 4 1 5 0 0 0 0 6
05:00 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3
05:15 PM 0 2 0 2 0 0 0 0 0 3 1 4 0 1 0 1 7
Total Volume 0 8 0 8 0 0 1 1 0 8 3 11 0 1 0 1 21
% App. Total 0 100 0 0 0 100 0 72.7 27.3 0 100 0
PHF .000 .667 .000 .667 .000 .000 .250 .250 .000 .500 .750 .550 .000 .250 .000 .250 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-25
3979
File Name : 01_ONT_Hav_Inland PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Inland Empire Boulevard
Inland Empire Boulevard
Haven Avenue
Right
0 Thru
8 Left
0 In Out Total
9 8 17
Right
1 Thru
0 Left
0 Out In Total
4 1 5
Left
0 Thru
8 Right
3 Out Total In
8 11 19
Left
0 Thru
1 Right
0 Total In Out
1 1 0
Peak Hour Data
Peak Hour Begins at 04:30 PM
3 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-26
3980
File Name : 01_ONT_Hav_Inland PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 3 0 3 0 0 0 0 0 1 1 2 0 0 0 0
+15 mins. 0 0 0 0 0 0 1 1 0 4 1 5 0 0 0 0
+30 mins. 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 2 0 2 0 0 0 0 0 3 1 4 0 1 0 1
Total Volume 0 8 0 8 0 0 1 1 0 8 3 11 0 1 0 1
% App. Total 0 100 0 0 0 100 0 72.7 27.3 0 100 0
PHF .000 .667 .000 .667 .000 .000 .250 .250 .000 .500 .750 .550 .000 .250 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-27
3981
File Name : 01_ONT_Hav_Inland PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 1 9 0 0 10 0 0 0 0 0 1 16 0 0 17 1 0 1 0 2 0 29 29 04:15 PM 0 13 0 0 13 0 0 0 0 0 1 9 1 0 11 0 1 1 0 2 0 26 26 04:30 PM 1 11 0 0 12 0 0 0 0 0 0 15 0 0 15 0 0 0 0 0 0 27 27 04:45 PM 0 16 0 0 16 2 0 0 0 2 0 16 2 0 18 0 0 0 0 0 0 36 36 Total 2 49 0 0 51 2 0 0 0 2 2 56 3 0 61 1 1 2 0 4 0 118 118 05:00 PM 0 5 0 0 5 0 0 0 0 0 0 12 1 0 13 0 0 0 0 0 0 18 18 05:15 PM 0 7 0 0 7 0 0 0 0 0 0 8 0 0 8 0 0 1 0 1 0 16 16 05:30 PM 0 11 0 0 11 0 0 0 0 0 0 7 0 0 7 0 0 1 1 1 1 19 20 05:45 PM 0 6 0 0 6 0 1 0 0 1 0 16 0 0 16 0 0 1 0 1 0 24 24 Total 0 29 0 0 29 0 1 0 0 1 0 43 1 0 44 0 0 3 1 3 1 77 78 Grand Total 2 78 0 0 80 2 1 0 0 3 2 99 4 0 105 1 1 5 1 7 1 195 196 Apprch % 2.5 97.5 0 66.7 33.3 0 1.9 94.3 3.8 14.3 14.3 71.4 Total % 1 40 0 41 1 0.5 0 1.5 1 50.8 2.1 53.8 0.5 0.5 2.6 3.6 0.5 99.5 Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 1 11 0 12 0 0 0 0 0 15 0 15 0 0 0 0 27
04:45 PM 0 16 0 16 2 0 0 2 0 16 2 18 0 0 0 0 36
05:00 PM 0 5 0 5 0 0 0 0 0 12 1 13 0 0 0 0 18
05:15 PM 0 7 0 7 0 0 0 0 0 8 0 8 0 0 1 1 16
Total Volume 1 39 0 40 2 0 0 2 0 51 3 54 0 0 1 1 97
% App. Total 2.5 97.5 0 100 0 0 0 94.4 5.6 0 0 100
PHF .250 .609 .000 .625 .250 .000 .000 .250 .000 .797 .375 .750 .000 .000 .250 .250 .674 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-28
3982
File Name : 01_ONT_Hav_Inland PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Inland Empire Boulevard
Inland Empire Boulevard
Haven Avenue
Right
0 Thru
39 Left
1 In Out Total
51 40 91
Right
0 Thru
0 Left
2 Out In Total
4 2 6
Left
0 Thru
51 Right
3 Out Total In
42 54 96
Left
0 Thru
0 Right
1 Total In Out
1 1 0
Peak Hour Data
Peak Hour Begins at 04:30 PM
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-29
3983
File Name : 01_ONT_Hav_Inland PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire 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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 1 11 0 12 0 0 0 0 0 15 0 15 0 0 0 0
+15 mins. 0 16 0 16 2 0 0 2 0 16 2 18 0 0 0 0
+30 mins. 0 5 0 5 0 0 0 0 0 12 1 13 0 0 0 0
+45 mins. 0 7 0 7 0 0 0 0 0 8 0 8 0 0 1 1
Total Volume 1 39 0 40 2 0 0 2 0 51 3 54 0 0 1 1
% App. Total 2.5 97.5 0 100 0 0 0 94.4 5.6 0 0 100
PHF .250 .609 .000 .625 .250 .000 .000 .250 .000 .797 .375 .750 .000 .000 .250 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-30
3984
Location: Date: 11/18/2021
N/S: Day: Thursday
E/W:

North Leg East Leg South Leg West Leg
Haven Avenue Inland Empire Blvd Haven Avenue Inland Empire Blvd Pedestrians Pedestrians Pedestrians Pedestrians
1020 3
0010 1
0010 1
0001 1
0340 7
0200 2
0000 0
1000 1
2 5 8 116
North Leg East Leg South Leg West Leg
Haven Avenue Inland Empire Blvd Haven Avenue Inland Empire Blvd Pedestrians Pedestrians Pedestrians Pedestrians
2012 5
2063 11
0000 0
0000 0
0000 0
0001 1
0000 0
0001 1
4 0 7 718
Ontario
Haven Avenue
Inland Empire Blvd

PEDESTRIANS
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 3.1-31
3985
Location: Date: 11/18/2021
N/S: Day: Thursday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
010000000000 1
000000000000 0
000000000000 0
010000000000 1
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
Inland Empire Blvd
Haven Avenue
Ontario

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
5:30 PM
5:45 PM
Haven Avenue Inland Empire Blvd Haven Avenue Inland Empire Blvd TOTAL VOLUMES:

Haven Avenue Inland Empire Blvd Haven Avenue Inland Empire Blvd Southbound Westbound Northbound Eastbound
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 3.1-32
3986
File Name : 02_ONT_Hav_60W AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 216 86 0 302 70 0 101 27 171 0 275 69 0 344 0 0 0 0 0 27 817 844 07:15 AM 0 242 83 0 325 70 0 123 43 193 0 282 64 0 346 0 0 0 0 0 43 864 907 07:30 AM 0 247 114 0 361 89 0 104 31 193 0 390 114 0 504 0 0 0 0 0 31 1058 1089 07:45 AM 0 313 118 0 431 121 0 154 24 275 0 481 91 0 572 0 0 0 0 0 24 1278 1302 Total 0 1018 401 0 1419 350 0 482 125 832 0 1428 338 0 1766 0 0 0 0 0 125 4017 4142 08:00 AM 0 341 119 0 460 113 0 128 33 241 0 431 77 0 508 0 0 0 0 0 33 1209 1242 08:15 AM 0 270 94 0 364 83 0 131 35 214 0 456 95 0 551 0 0 0 0 0 35 1129 1164 08:30 AM 0 291 119 0 410 95 0 132 33 227 0 379 80 0 459 0 0 0 0 0 33 1096 1129 08:45 AM 0 269 120 0 389 68 0 165 23 233 0 444 94 0 538 0 0 0 0 0 23 1160 1183 Total 0 1171 452 0 1623 359 0 556 124 915 0 1710 346 0 2056 0 0 0 0 0 124 4594 4718 Grand Total 0 2189 853 0 3042 709 0 1038 249 1747 0 3138 684 0 3822 0 0 0 0 0 249 8611 8860 Apprch % 0 72 28 40.6 0 59.4 0 82.1 17.9 0 0 0
Total % 0 25.4 9.9 35.3 8.2 0 12.1 20.3 0 36.4 7.9 44.4 0 0 0 0 2.8 97.2 Passenger Vehicles 0 2052 733 2785 638 0 989 1872 0 2953 552 3505 0 0 0 0 0 0 8162 % Passenger Vehicles 0 93.7 85.9 0 91.6 90 0 95.3 98.4 93.8 0 94.1 80.7 0 91.7 0 0 0 0 0 0 0 92.1 Large 2 Axle Vehicles 0 59 40 99 16 0 14 32 0 67 51 118 0 0 0 0 0 0 249 % Large 2 Axle Vehicles 0 2.7 4.7 0 3.3 2.3 0 1.3 0.8 1.6 0 2.1 7.5 0 3.1 0 0 0 0 0 0 0 2.8 3 Axle Vehicles 0 22 12 34 15 0 2 17 0 15 28 43 0 0 0 0 0 0 94 % 3 Axle Vehicles 0 1 1.4 0 1.1 2.1 0 0.2 0 0.9 0 0.5 4.1 0 1.1 0 0 0 0 0 0 0 1.1 4+ Axle Trucks 0 56 68 124 40 0 33 75 0 103 53 156 0 0 0 0 0 0 355 % 4+ Axle Trucks 0 2.6 8 0 4.1 5.6 0 3.2 0.8 3.8 0 3.3 7.7 0 4.1 0 0 0 0 0 0 0 4 Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 0 313 118 431 121 0 154 275 0 481 91 572 0 0 0 0 1278 08:00 AM 0 341 119 460 113 0 128 241 0 431 77 508 0 0 0 0 1209 08:15 AM 0 270 94 364 83 0 131 214 0 456 95 551 0 0 0 0 1129 08:30 AM 0 291 119 410 95 0 132 227 0 379 80 459 0 0 0 0 1096 Total Volume 0 1215 450 1665 412 0 545 957 0 1747 343 2090 0 0 0 0 4712 % App. Total 0 73 27 43.1 0 56.9 0 83.6 16.4 0 0 0
PHF .000 .891 .945 .905 .851 .000 .885 .870 .000 .908 .903 .913 .000 .000 .000 .000 .922 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-33
3987
File Name : 02_ONT_Hav_60W AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
I-60 Westbound On Ramp
I-60 Westbound Ramps
Haven Avenue
Right
450 1215
Thru Left
0 In Out Total
2292 1665 3957
Right
545
Thru
0 Left
412
Out In Total
343 957 1300
Left
0 Thru
1747
Right
343
Out Total In
1627 2090 3717
Left
0 Thru
0 Right
0 Total In Out
450 0 450
Peak Hour Data
Peak Hour Begins at 07:45 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-34
3988
File Name : 02_ONT_Hav_60W AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 Each Approach Begins at:
07:45 AM 07:45 AM 07:30 AM 07:00 AM
+0 mins. 0 313 118 431 121 0 154 275 0 390 114 504 0 0 0 0 +15 mins. 0 341 119 460 113 0 128 241 0 481 91 572 0 0 0 0 +30 mins. 0 270 94 364 83 0 131 214 0 431 77 508 0 0 0 0 +45 mins. 0 291 119 410 95 0 132 227 0 456 95 551 0 0 0 0 Total Volume 0 1215 450 1665 412 0 545 957 0 1758 377 2135 0 0 0 0 % App. Total 0 73 27 43.1 0 56.9 0 82.3 17.7 0 0 0
PHF .000 .891 .945 .905 .851 .000 .885 .870 .000 .914 .827 .933 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-35
3989
File Name : 02_ONT_Hav_60W AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles
Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 201 73 0 274 64 0 96 26 160 0 253 59 0 312 0 0 0 0 0 26 746 772 07:15 AM 0 230 71 0 301 65 0 116 42 181 0 264 50 0 314 0 0 0 0 0 42 796 838 07:30 AM 0 233 104 0 337 85 0 102 31 187 0 364 89 0 453 0 0 0 0 0 31 977 1008 07:45 AM 0 294 104 0 398 108 0 149 24 257 0 456 80 0 536 0 0 0 0 0 24 1191 1215 Total 0 958 352 0 1310 322 0 463 123 785 0 1337 278 0 1615 0 0 0 0 0 123 3710 3833 08:00 AM 0 318 98 0 416 104 0 120 31 224 0 409 63 0 472 0 0 0 0 0 31 1112 1143 08:15 AM 0 254 79 0 333 75 0 123 35 198 0 432 77 0 509 0 0 0 0 0 35 1040 1075 08:30 AM 0 273 99 0 372 81 0 128 33 209 0 353 61 0 414 0 0 0 0 0 33 995 1028 08:45 AM 0 249 105 0 354 56 0 155 23 211 0 422 73 0 495 0 0 0 0 0 23 1060 1083 Total 0 1094 381 0 1475 316 0 526 122 842 0 1616 274 0 1890 0 0 0 0 0 122 4207 4329 Grand Total 0 2052 733 0 2785 638 0 989 245 1627 0 2953 552 0 3505 0 0 0 0 0 245 7917 8162 Apprch % 0 73.7 26.3 39.2 0 60.8 0 84.3 15.7 0 0 0
Total % 0 25.9 9.3 35.2 8.1 0 12.5 20.6 0 37.3 7 44.3 0 0 0 0 3 97 Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 294 104 398 108 0 149 257 0 456 80 536 0 0 0 0 1191 08:00 AM 0 318 98 416 104 0 120 224 0 409 63 472 0 0 0 0 1112 08:15 AM 0 254 79 333 75 0 123 198 0 432 77 509 0 0 0 0 1040 08:30 AM 0 273 99 372 81 0 128 209 0 353 61 414 0 0 0 0 995 Total Volume 0 1139 380 1519 368 0 520 888 0 1650 281 1931 0 0 0 0 4338 % App. Total 0 75 25 41.4 0 58.6 0 85.4 14.6 0 0 0
PHF .000 .895 .913 .913 .852 .000 .872 .864 .000 .905 .878 .901 .000 .000 .000 .000 .911 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-36
3990
File Name : 02_ONT_Hav_60W AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
I-60 Westbound On Ramp
I-60 Westbound Ramps
Haven Avenue
Right
380 1139
Thru Left
0 In Out Total
2170 1519 3689
Right
520
Thru
0 Left
368
Out In Total
281 888 1169
Left
0 Thru
1650
Right
281
Out Total In
1507 1931 3438
Left
0 Thru
0 Right
0 Total In Out
380 0 380
Peak Hour Data
Peak Hour Begins at 07:45 AM
Passenger Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-37
3991
File Name : 02_ONT_Hav_60W AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:45 AM 07:45 AM
+0 mins. 0 294 104 398 108 0 149 257 0 456 80 536 0 0 0 0 +15 mins. 0 318 98 416 104 0 120 224 0 409 63 472 0 0 0 0 +30 mins. 0 254 79 333 75 0 123 198 0 432 77 509 0 0 0 0 +45 mins. 0 273 99 372 81 0 128 209 0 353 61 414 0 0 0 0 Total Volume 0 1139 380 1519 368 0 520 888 0 1650 281 1931 0 0 0 0 % App. Total 0 75 25 41.4 0 58.6 0 85.4 14.6 0 0 0
PHF .000 .895 .913 .913 .852 .000 .872 .864 .000 .905 .878 .901 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-38
3992
File Name : 02_ONT_Hav_60W AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 9 4 0 13 3 0 0 0 3 0 5 4 0 9 0 0 0 0 0 0 25 25 07:15 AM 0 6 3 0 9 1 0 2 1 3 0 6 7 0 13 0 0 0 0 0 1 25 26 07:30 AM 0 4 6 0 10 1 0 0 0 1 0 11 9 0 20 0 0 0 0 0 0 31 31 07:45 AM 0 12 6 0 18 4 0 0 0 4 0 9 3 0 12 0 0 0 0 0 0 34 34 Total 0 31 19 0 50 9 0 2 1 11 0 31 23 0 54 0 0 0 0 0 1 115 116 08:00 AM 0 11 5 0 16 0 0 2 1 2 0 9 3 0 12 0 0 0 0 0 1 30 31 08:15 AM 0 4 6 0 10 1 0 3 0 4 0 6 7 0 13 0 0 0 0 0 0 27 27 08:30 AM 0 6 7 0 13 4 0 1 0 5 0 10 8 0 18 0 0 0 0 0 0 36 36 08:45 AM 0 7 3 0 10 2 0 6 0 8 0 11 10 0 21 0 0 0 0 0 0 39 39 Total 0 28 21 0 49 7 0 12 1 19 0 36 28 0 64 0 0 0 0 0 1 132 133 Grand Total 0 59 40 0 99 16 0 14 2 30 0 67 51 0 118 0 0 0 0 0 2 247 249 Apprch % 0 59.6 40.4 53.3 0 46.7 0 56.8 43.2 0 0 0
Total % 0 23.9 16.2 40.1 6.5 0 5.7 12.1 0 27.1 20.6 47.8 0 0 0 0 0.8 99.2 Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 12 6 18 4 0 0 4 0 9 3 12 0 0 0 0 34
08:00 AM 0 11 5 16 0 0 2 2 0 9 3 12 0 0 0 0 30
08:15 AM 0 4 6 10 1 0 3 4 0 6 7 13 0 0 0 0 27
08:30 AM 0 6 7 13 4 0 1 5 0 10 8 18 0 0 0 0 36
Total Volume 0 33 24 57 9 0 6 15 0 34 21 55 0 0 0 0 127 % App. Total 0 57.9 42.1 60 0 40 0 61.8 38.2 0 0 0
PHF .000 .688 .857 .792 .563 .000 .500 .750 .000 .850 .656 .764 .000 .000 .000 .000 .882 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-39
3993
File Name : 02_ONT_Hav_60W AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
I-60 Westbound On Ramp
I-60 Westbound Ramps
Haven Avenue
Right
24 Thru
33 Left
0 In Out Total
40 57 97
Right
6 Thru
0 Left
9 Out In Total
21 15 36
Left
0 Thru
34 Right
21 Out Total In
42 55 97
Left
0 Thru
0 Right
0 Total In Out
24 0 24
Peak Hour Data
Peak Hour Begins at 07:45 AM
Large 2 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-40
3994
File Name : 02_ONT_Hav_60W AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:45 AM 07:45 AM
+0 mins. 0 12 6 18 4 0 0 4 0 9 3 12 0 0 0 0
+15 mins. 0 11 5 16 0 0 2 2 0 9 3 12 0 0 0 0
+30 mins. 0 4 6 10 1 0 3 4 0 6 7 13 0 0 0 0
+45 mins. 0 6 7 13 4 0 1 5 0 10 8 18 0 0 0 0
Total Volume 0 33 24 57 9 0 6 15 0 34 21 55 0 0 0 0
% App. Total 0 57.9 42.1 60 0 40 0 61.8 38.2 0 0 0
PHF .000 .688 .857 .792 .563 .000 .500 .750 .000 .850 .656 .764 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-41
3995
File Name : 02_ONT_Hav_60W AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Groups Printed- 3 Axle Vehicles
Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 2 3 0 5 1 0 0 0 1 0 7 2 0 9 0 0 0 0 0 0 15 15 07:15 AM 0 1 1 0 2 0 0 1 0 1 0 1 4 0 5 0 0 0 0 0 0 8 8
07:30 AM 0 3 0 0 3 0 0 0 0 0 0 2 12 0 14 0 0 0 0 0 0 17 17 07:45 AM 0 3 1 0 4 3 0 0 0 3 0 1 2 0 3 0 0 0 0 0 0 10 10 Total 0 9 5 0 14 4 0 1 0 5 0 11 20 0 31 0 0 0 0 0 0 50 50 08:00 AM 0 3 3 0 6 3 0 0 0 3 0 2 2 0 4 0 0 0 0 0 0 13 13 08:15 AM 0 5 1 0 6 1 0 0 0 1 0 2 3 0 5 0 0 0 0 0 0 12 12 08:30 AM 0 4 1 0 5 3 0 1 0 4 0 0 1 0 1 0 0 0 0 0 0 10 10 08:45 AM 0 1 2 0 3 4 0 0 0 4 0 0 2 0 2 0 0 0 0 0 0 9 9
Total 0 13 7 0 20 11 0 1 0 12 0 4 8 0 12 0 0 0 0 0 0 44 44 Grand Total 0 22 12 0 34 15 0 2 0 17 0 15 28 0 43 0 0 0 0 0 0 94 94 Apprch % 0 64.7 35.3 88.2 0 11.8 0 34.9 65.1 0 0 0
Total % 0 23.4 12.8 36.2 16 0 2.1 18.1 0 16 29.8 45.7 0 0 0 0 0 100 Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 3 1 4 3 0 0 3 0 1 2 3 0 0 0 0 10
08:00 AM 0 3 3 6 3 0 0 3 0 2 2 4 0 0 0 0 13
08:15 AM 0 5 1 6 1 0 0 1 0 2 3 5 0 0 0 0 12
08:30 AM 0 4 1 5 3 0 1 4 0 0 1 1 0 0 0 0 10
Total Volume 0 15 6 21 10 0 1 11 0 5 8 13 0 0 0 0 45
% App. Total 0 71.4 28.6 90.9 0 9.1 0 38.5 61.5 0 0 0
PHF .000 .750 .500 .875 .833 .000 .250 .688 .000 .625 .667 .650 .000 .000 .000 .000 .865 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-42
3996
File Name : 02_ONT_Hav_60W AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
I-60 Westbound On Ramp
I-60 Westbound Ramps
Haven Avenue
Right
6 Thru
15 Left
0 In Out Total
6 21 27
Right
1 Thru
0 Left
10 Out In Total
8 11 19
Left
0 Thru
5 Right
8 Out Total In
25 13 38
Left
0 Thru
0 Right
0 Total In Out
6 0 6
Peak Hour Data
Peak Hour Begins at 07:45 AM
3 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-43
3997
File Name : 02_ONT_Hav_60W AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:45 AM 07:45 AM
+0 mins. 0 3 1 4 3 0 0 3 0 1 2 3 0 0 0 0
+15 mins. 0 3 3 6 3 0 0 3 0 2 2 4 0 0 0 0
+30 mins. 0 5 1 6 1 0 0 1 0 2 3 5 0 0 0 0
+45 mins. 0 4 1 5 3 0 1 4 0 0 1 1 0 0 0 0
Total Volume 0 15 6 21 10 0 1 11 0 5 8 13 0 0 0 0
% App. Total 0 71.4 28.6 90.9 0 9.1 0 38.5 61.5 0 0 0
PHF .000 .750 .500 .875 .833 .000 .250 .688 .000 .625 .667 .650 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-44
3998
File Name : 02_ONT_Hav_60W AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Groups Printed- 4+ Axle Trucks
Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 4 6 0 10 2 0 5 1 7 0 10 4 0 14 0 0 0 0 0 1 31 32 07:15 AM 0 5 8 0 13 4 0 4 0 8 0 11 3 0 14 0 0 0 0 0 0 35 35 07:30 AM 0 7 4 0 11 3 0 2 0 5 0 13 4 0 17 0 0 0 0 0 0 33 33 07:45 AM 0 4 7 0 11 6 0 5 0 11 0 15 6 0 21 0 0 0 0 0 0 43 43 Total 0 20 25 0 45 15 0 16 1 31 0 49 17 0 66 0 0 0 0 0 1 142 143 08:00 AM 0 9 13 0 22 6 0 6 1 12 0 11 9 0 20 0 0 0 0 0 1 54 55 08:15 AM 0 7 8 0 15 6 0 5 0 11 0 16 8 0 24 0 0 0 0 0 0 50 50 08:30 AM 0 8 12 0 20 7 0 2 0 9 0 16 10 0 26 0 0 0 0 0 0 55 55 08:45 AM 0 12 10 0 22 6 0 4 0 10 0 11 9 0 20 0 0 0 0 0 0 52 52 Total 0 36 43 0 79 25 0 17 1 42 0 54 36 0 90 0 0 0 0 0 1 211 212 Grand Total 0 56 68 0 124 40 0 33 2 73 0 103 53 0 156 0 0 0 0 0 2 353 355 Apprch % 0 45.2 54.8 54.8 0 45.2 0 66 34 0 0 0
Total % 0 15.9 19.3 35.1 11.3 0 9.3 20.7 0 29.2 15 44.2 0 0 0 0 0.6 99.4 Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 4 7 11 6 0 5 11 0 15 6 21 0 0 0 0 43
08:00 AM 0 9 13 22 6 0 6 12 0 11 9 20 0 0 0 0 54
08:15 AM 0 7 8 15 6 0 5 11 0 16 8 24 0 0 0 0 50
08:30 AM 0 8 12 20 7 0 2 9 0 16 10 26 0 0 0 0 55
Total Volume 0 28 40 68 25 0 18 43 0 58 33 91 0 0 0 0 202 % App. Total 0 41.2 58.8 58.1 0 41.9 0 63.7 36.3 0 0 0
PHF .000 .778 .769 .773 .893 .000 .750 .896 .000 .906 .825 .875 .000 .000 .000 .000 .918 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-45
3999
File Name : 02_ONT_Hav_60W AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
I-60 Westbound On Ramp
I-60 Westbound Ramps
Haven Avenue
Right
40 Thru
28 Left
0 In Out Total
76 68 144
Right
18 Thru
0 Left
25 Out In Total
33 43 76
Left
0 Thru
58 Right
33 Out Total In
53 91 144
Left
0 Thru
0 Right
0 Total In Out
40 0 40
Peak Hour Data
Peak Hour Begins at 07:45 AM
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-46
4000
File Name : 02_ONT_Hav_60W AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:45 AM 07:45 AM
+0 mins. 0 4 7 11 6 0 5 11 0 15 6 21 0 0 0 0
+15 mins. 0 9 13 22 6 0 6 12 0 11 9 20 0 0 0 0
+30 mins. 0 7 8 15 6 0 5 11 0 16 8 24 0 0 0 0
+45 mins. 0 8 12 20 7 0 2 9 0 16 10 26 0 0 0 0
Total Volume 0 28 40 68 25 0 18 43 0 58 33 91 0 0 0 0
% App. Total 0 41.2 58.8 58.1 0 41.9 0 63.7 36.3 0 0 0
PHF .000 .778 .769 .773 .893 .000 .750 .896 .000 .906 .825 .875 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-47
4001
File Name : 02_ONT_Hav_60W PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 335 207 0 542 52 0 90 24 142 0 560 127 0 687 0 0 0 0 0 24 1371 1395 04:15 PM 0 366 179 0 545 47 0 72 16 119 0 567 162 0 729 0 0 0 0 0 16 1393 1409 04:30 PM 0 401 181 0 582 51 0 78 28 129 0 532 198 0 730 0 0 0 0 0 28 1441 1469 04:45 PM 0 370 163 0 533 46 0 70 15 116 0 553 191 0 744 0 0 0 0 0 15 1393 1408 Total 0 1472 730 0 2202 196 0 310 83 506 0 2212 678 0 2890 0 0 0 0 0 83 5598 5681 05:00 PM 0 420 190 0 610 39 0 82 20 121 0 530 201 0 731 0 0 0 0 0 20 1462 1482 05:15 PM 0 418 146 0 564 49 0 73 14 122 0 536 207 0 743 0 0 0 0 0 14 1429 1443 05:30 PM 0 323 166 0 489 34 0 77 17 111 0 546 131 0 677 0 0 0 0 0 17 1277 1294 05:45 PM 0 281 105 0 386 48 0 85 23 133 0 477 97 0 574 0 0 0 0 0 23 1093 1116 Total 0 1442 607 0 2049 170 0 317 74 487 0 2089 636 0 2725 0 0 0 0 0 74 5261 5335 Grand Total 0 2914 1337 0 4251 366 0 627 157 993 0 4301 1314 0 5615 0 0 0 0 0 157 10859 11016 Apprch % 0 68.5 31.5 36.9 0 63.1 0 76.6 23.4 0 0 0
Total % 0 26.8 12.3 39.1 3.4 0 5.8 9.1 0 39.6 12.1 51.7 0 0 0 0 1.4 98.6 Passenger Vehicles 0 2777 1292 4069 305 0 593 1050 0 4144 1219 5363 0 0 0 0 0 0 10482 % Passenger Vehicles 0 95.3 96.6 0 95.7 83.3 0 94.6 96.8 91.3 0 96.3 92.8 0 95.5 0 0 0 0 0 0 0 95.2 Large 2 Axle Vehicles 0 62 15 77 21 0 10 35 0 60 28 88 0 0 0 0 0 0 200 % Large 2 Axle Vehicles 0 2.1 1.1 0 1.8 5.7 0 1.6 2.5 3 0 1.4 2.1 0 1.6 0 0 0 0 0 0 0 1.8 3 Axle Vehicles 0 15 5 20 8 0 4 12 0 12 4 16 0 0 0 0 0 0 48 % 3 Axle Vehicles 0 0.5 0.4 0 0.5 2.2 0 0.6 0 1 0 0.3 0.3 0 0.3 0 0 0 0 0 0 0 0.4 4+ Axle Trucks 0 60 25 85 32 0 20 53 0 85 63 148 0 0 0 0 0 0 286 % 4+ Axle Trucks 0 2.1 1.9 0 2 8.7 0 3.2 0.6 4.6 0 2 4.8 0 2.6 0 0 0 0 0 0 0 2.6 Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 0 401 181 582 51 0 78 129 0 532 198 730 0 0 0 0 1441 04:45 PM 0 370 163 533 46 0 70 116 0 553 191 744 0 0 0 0 1393 05:00 PM 0 420 190 610 39 0 82 121 0 530 201 731 0 0 0 0 1462 05:15 PM 0 418 146 564 49 0 73 122 0 536 207 743 0 0 0 0 1429 Total Volume 0 1609 680 2289 185 0 303 488 0 2151 797 2948 0 0 0 0 5725 % App. Total 0 70.3 29.7 37.9 0 62.1 0 73 27 0 0 0
PHF .000 .958 .895 .938 .907 .000 .924 .946 .000 .972 .963 .991 .000 .000 .000 .000 .979 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-48
4002
File Name : 02_ONT_Hav_60W PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
I-60 Westbound On Ramp
I-60 Westbound Ramps
Haven Avenue
Right
680 1609
Thru Left
0 In Out Total
2454 2289 4743
Right
303
Thru
0 Left
185
Out In Total
797 488 1285
Left
0 Thru
2151
Right
797
Out Total In
1794 2948 4742
Left
0 Thru
0 Right
0 Total In Out
680 0 680
Peak Hour Data
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-49
4003
File Name : 02_ONT_Hav_60W PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 Each Approach Begins at:
04:30 PM 04:00 PM 04:30 PM 04:00 PM
+0 mins. 0 401 181 582 52 0 90 142 0 532 198 730 0 0 0 0 +15 mins. 0 370 163 533 47 0 72 119 0 553 191 744 0 0 0 0 +30 mins. 0 420 190 610 51 0 78 129 0 530 201 731 0 0 0 0 +45 mins. 0 418 146 564 46 0 70 116 0 536 207 743 0 0 0 0 Total Volume 0 1609 680 2289 196 0 310 506 0 2151 797 2948 0 0 0 0 % App. Total 0 70.3 29.7 38.7 0 61.3 0 73 27 0 0 0
PHF .000 .958 .895 .938 .942 .000 .861 .891 .000 .972 .963 .991 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-50
4004
File Name : 02_ONT_Hav_60W PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles
Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 321 199 0 520 45 0 81 23 126 0 538 115 0 653 0 0 0 0 0 23 1299 1322 04:15 PM 0 339 172 0 511 38 0 69 16 107 0 547 148 0 695 0 0 0 0 0 16 1313 1329 04:30 PM 0 382 175 0 557 44 0 75 26 119 0 499 184 0 683 0 0 0 0 0 26 1359 1385 04:45 PM 0 351 151 0 502 40 0 66 15 106 0 528 181 0 709 0 0 0 0 0 15 1317 1332 Total 0 1393 697 0 2090 167 0 291 80 458 0 2112 628 0 2740 0 0 0 0 0 80 5288 5368 05:00 PM 0 404 188 0 592 33 0 79 20 112 0 509 183 0 692 0 0 0 0 0 20 1396 1416 05:15 PM 0 401 145 0 546 42 0 72 13 114 0 524 198 0 722 0 0 0 0 0 13 1382 1395 05:30 PM 0 307 160 0 467 23 0 76 17 99 0 533 120 0 653 0 0 0 0 0 17 1219 1236 05:45 PM 0 272 102 0 374 40 0 75 22 115 0 466 90 0 556 0 0 0 0 0 22 1045 1067 Total 0 1384 595 0 1979 138 0 302 72 440 0 2032 591 0 2623 0 0 0 0 0 72 5042 5114 Grand Total 0 2777 1292 0 4069 305 0 593 152 898 0 4144 1219 0 5363 0 0 0 0 0 152 10330 10482 Apprch % 0 68.2 31.8 34 0 66 0 77.3 22.7 0 0 0
Total % 0 26.9 12.5 39.4 3 0 5.7 8.7 0 40.1 11.8 51.9 0 0 0 0 1.5 98.5 Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 382 175 557 44 0 75 119 0 499 184 683 0 0 0 0 1359 04:45 PM 0 351 151 502 40 0 66 106 0 528 181 709 0 0 0 0 1317 05:00 PM 0 404 188 592 33 0 79 112 0 509 183 692 0 0 0 0 1396 05:15 PM 0 401 145 546 42 0 72 114 0 524 198 722 0 0 0 0 1382 Total Volume 0 1538 659 2197 159 0 292 451 0 2060 746 2806 0 0 0 0 5454 % App. Total 0 70 30 35.3 0 64.7 0 73.4 26.6 0 0 0
PHF .000 .952 .876 .928 .903 .000 .924 .947 .000 .975 .942 .972 .000 .000 .000 .000 .977 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-51
4005
File Name : 02_ONT_Hav_60W PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
I-60 Westbound On Ramp
I-60 Westbound Ramps
Haven Avenue
Right
659 1538
Thru Left
0 In Out Total
2352 2197 4549
Right
292
Thru
0 Left
159
Out In Total
746 451 1197
Left
0 Thru
2060
Right
746
Out Total In
1697 2806 4503
Left
0 Thru
0 Right
0 Total In Out
659 0 659
Peak Hour Data
Peak Hour Begins at 04:30 PM
Passenger Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-52
4006
File Name : 02_ONT_Hav_60W PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 382 175 557 44 0 75 119 0 499 184 683 0 0 0 0 +15 mins. 0 351 151 502 40 0 66 106 0 528 181 709 0 0 0 0 +30 mins. 0 404 188 592 33 0 79 112 0 509 183 692 0 0 0 0 +45 mins. 0 401 145 546 42 0 72 114 0 524 198 722 0 0 0 0 Total Volume 0 1538 659 2197 159 0 292 451 0 2060 746 2806 0 0 0 0 % App. Total 0 70 30 35.3 0 64.7 0 73.4 26.6 0 0 0
PHF .000 .952 .876 .928 .903 .000 .924 .947 .000 .975 .942 .972 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-53
4007
File Name : 02_ONT_Hav_60W PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 5 3 0 8 1 0 2 0 3 0 12 1 0 13 0 0 0 0 0 0 24 24 04:15 PM 0 10 3 0 13 3 0 2 0 5 0 9 5 0 14 0 0 0 0 0 0 32 32 04:30 PM 0 8 2 0 10 4 0 2 2 6 0 15 6 0 21 0 0 0 0 0 2 37 39 04:45 PM 0 11 2 0 13 2 0 0 0 2 0 5 5 0 10 0 0 0 0 0 0 25 25 Total 0 34 10 0 44 10 0 6 2 16 0 41 17 0 58 0 0 0 0 0 2 118 120 05:00 PM 0 6 1 0 7 4 0 0 0 4 0 8 5 0 13 0 0 0 0 0 0 24 24 05:15 PM 0 10 0 0 10 1 0 1 1 2 0 4 3 0 7 0 0 0 0 0 1 19 20 05:30 PM 0 7 4 0 11 4 0 1 0 5 0 6 2 0 8 0 0 0 0 0 0 24 24 05:45 PM 0 5 0 0 5 2 0 2 1 4 0 1 1 0 2 0 0 0 0 0 1 11 12 Total 0 28 5 0 33 11 0 4 2 15 0 19 11 0 30 0 0 0 0 0 2 78 80 Grand Total 0 62 15 0 77 21 0 10 4 31 0 60 28 0 88 0 0 0 0 0 4 196 200 Apprch % 0 80.5 19.5 67.7 0 32.3 0 68.2 31.8 0 0 0
Total % 0 31.6 7.7 39.3 10.7 0 5.1 15.8 0 30.6 14.3 44.9 0 0 0 0 2 98 Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 8 2 10 4 0 2 6 0 15 6 21 0 0 0 0 37
04:45 PM 0 11 2 13 2 0 0 2 0 5 5 10 0 0 0 0 25
05:00 PM 0 6 1 7 4 0 0 4 0 8 5 13 0 0 0 0 24
05:15 PM 0 10 0 10 1 0 1 2 0 4 3 7 0 0 0 0 19
Total Volume 0 35 5 40 11 0 3 14 0 32 19 51 0 0 0 0 105 % App. Total 0 87.5 12.5 78.6 0 21.4 0 62.7 37.3 0 0 0
PHF .000 .795 .625 .769 .688 .000 .375 .583 .000 .533 .792 .607 .000 .000 .000 .000 .709 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-54
4008
File Name : 02_ONT_Hav_60W PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
I-60 Westbound On Ramp
I-60 Westbound Ramps
Haven Avenue
Right
5 Thru
35 Left
0 In Out Total
35 40 75
Right
3 Thru
0 Left
11 Out In Total
19 14 33
Left
0 Thru
32 Right
19 Out Total In
46 51 97
Left
0 Thru
0 Right
0 Total In Out
5 0 5
Peak Hour Data
Peak Hour Begins at 04:30 PM
Large 2 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-55
4009
File Name : 02_ONT_Hav_60W PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 8 2 10 4 0 2 6 0 15 6 21 0 0 0 0
+15 mins. 0 11 2 13 2 0 0 2 0 5 5 10 0 0 0 0
+30 mins. 0 6 1 7 4 0 0 4 0 8 5 13 0 0 0 0
+45 mins. 0 10 0 10 1 0 1 2 0 4 3 7 0 0 0 0
Total Volume 0 35 5 40 11 0 3 14 0 32 19 51 0 0 0 0
% App. Total 0 87.5 12.5 78.6 0 21.4 0 62.7 37.3 0 0 0
PHF .000 .795 .625 .769 .688 .000 .375 .583 .000 .533 .792 .607 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-56
4010
File Name : 02_ONT_Hav_60W PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Groups Printed- 3 Axle Vehicles
Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 3 2 0 5 1 0 0 0 1 0 1 1 0 2 0 0 0 0 0 0 8 8
04:15 PM 0 5 1 0 6 2 0 1 0 3 0 2 2 0 4 0 0 0 0 0 0 13 13 04:30 PM 0 2 1 0 3 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 5 5
04:45 PM 0 1 0 0 1 1 0 2 0 3 0 3 0 0 3 0 0 0 0 0 0 7 7
Total 0 11 4 0 15 5 0 3 0 8 0 7 3 0 10 0 0 0 0 0 0 33 33 05:00 PM 0 3 0 0 3 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 5 5
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 2
05:30 PM 0 1 0 0 1 2 0 0 0 2 0 1 0 0 1 0 0 0 0 0 0 4 4
05:45 PM 0 0 1 0 1 1 0 1 0 2 0 1 0 0 1 0 0 0 0 0 0 4 4
Total 0 4 1 0 5 3 0 1 0 4 0 5 1 0 6 0 0 0 0 0 0 15 15
Grand Total 0 15 5 0 20 8 0 4 0 12 0 12 4 0 16 0 0 0 0 0 0 48 48 Apprch % 0 75 25 66.7 0 33.3 0 75 25 0 0 0
Total % 0 31.2 10.4 41.7 16.7 0 8.3 25 0 25 8.3 33.3 0 0 0 0 0 100 Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 2 1 3 1 0 0 1 0 1 0 1 0 0 0 0 5
04:45 PM 0 1 0 1 1 0 2 3 0 3 0 3 0 0 0 0 7
05:00 PM 0 3 0 3 0 0 0 0 0 1 1 2 0 0 0 0 5
05:15 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
Total Volume 0 6 1 7 2 0 2 4 0 7 1 8 0 0 0 0 19
% App. Total 0 85.7 14.3 50 0 50 0 87.5 12.5 0 0 0
PHF .000 .500 .250 .583 .500 .000 .250 .333 .000 .583 .250 .667 .000 .000 .000 .000 .679 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-57
4011
File Name : 02_ONT_Hav_60W PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
I-60 Westbound On Ramp
I-60 Westbound Ramps
Haven Avenue
Right
1 Thru
6 Left
0 In Out Total
9 7 16
Right
2 Thru
0 Left
2 Out In Total
1 4 5
Left
0 Thru
7 Right
1 Out Total In
8 8 16
Left
0 Thru
0 Right
0 Total In Out
1 0 1
Peak Hour Data
Peak Hour Begins at 04:30 PM
3 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-58
4012
File Name : 02_ONT_Hav_60W PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 2 1 3 1 0 0 1 0 1 0 1 0 0 0 0
+15 mins. 0 1 0 1 1 0 2 3 0 3 0 3 0 0 0 0
+30 mins. 0 3 0 3 0 0 0 0 0 1 1 2 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0
Total Volume 0 6 1 7 2 0 2 4 0 7 1 8 0 0 0 0
% App. Total 0 85.7 14.3 50 0 50 0 87.5 12.5 0 0 0
PHF .000 .500 .250 .583 .500 .000 .250 .333 .000 .583 .250 .667 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-59
4013
File Name : 02_ONT_Hav_60W PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Groups Printed- 4+ Axle Trucks
Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 6 3 0 9 5 0 7 1 12 0 9 10 0 19 0 0 0 0 0 1 40 41 04:15 PM 0 12 3 0 15 4 0 0 0 4 0 9 7 0 16 0 0 0 0 0 0 35 35 04:30 PM 0 9 3 0 12 2 0 1 0 3 0 17 8 0 25 0 0 0 0 0 0 40 40 04:45 PM 0 7 10 0 17 3 0 2 0 5 0 17 5 0 22 0 0 0 0 0 0 44 44 Total 0 34 19 0 53 14 0 10 1 24 0 52 30 0 82 0 0 0 0 0 1 159 160 05:00 PM 0 7 1 0 8 2 0 3 0 5 0 12 12 0 24 0 0 0 0 0 0 37 37 05:15 PM 0 7 1 0 8 6 0 0 0 6 0 6 6 0 12 0 0 0 0 0 0 26 26 05:30 PM 0 8 2 0 10 5 0 0 0 5 0 6 9 0 15 0 0 0 0 0 0 30 30 05:45 PM 0 4 2 0 6 5 0 7 0 12 0 9 6 0 15 0 0 0 0 0 0 33 33 Total 0 26 6 0 32 18 0 10 0 28 0 33 33 0 66 0 0 0 0 0 0 126 126 Grand Total 0 60 25 0 85 32 0 20 1 52 0 85 63 0 148 0 0 0 0 0 1 285 286 Apprch % 0 70.6 29.4 61.5 0 38.5 0 57.4 42.6 0 0 0
Total % 0 21.1 8.8 29.8 11.2 0 7 18.2 0 29.8 22.1 51.9 0 0 0 0 0.3 99.7 Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 9 3 12 2 0 1 3 0 17 8 25 0 0 0 0 40
04:45 PM 0 7 10 17 3 0 2 5 0 17 5 22 0 0 0 0 44
05:00 PM 0 7 1 8 2 0 3 5 0 12 12 24 0 0 0 0 37
05:15 PM 0 7 1 8 6 0 0 6 0 6 6 12 0 0 0 0 26
Total Volume 0 30 15 45 13 0 6 19 0 52 31 83 0 0 0 0 147 % App. Total 0 66.7 33.3 68.4 0 31.6 0 62.7 37.3 0 0 0
PHF .000 .833 .375 .662 .542 .000 .500 .792 .000 .765 .646 .830 .000 .000 .000 .000 .835 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-60
4014
File Name : 02_ONT_Hav_60W PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
I-60 Westbound On Ramp
I-60 Westbound Ramps
Haven Avenue
Right
15 Thru
30 Left
0 In Out Total
58 45 103
Right
6 Thru
0 Left
13 Out In Total
31 19 50
Left
0 Thru
52 Right
31 Out Total In
43 83 126
Left
0 Thru
0 Right
0 Total In Out
15 0 15
Peak Hour Data
Peak Hour Begins at 04:30 PM
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-61
4015
File Name : 02_ONT_Hav_60W PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Westbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Westbound Ramps
Westbound
Haven Avenue
Northbound
I-60 Westbound On Ramp
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 9 3 12 2 0 1 3 0 17 8 25 0 0 0 0
+15 mins. 0 7 10 17 3 0 2 5 0 17 5 22 0 0 0 0
+30 mins. 0 7 1 8 2 0 3 5 0 12 12 24 0 0 0 0
+45 mins. 0 7 1 8 6 0 0 6 0 6 6 12 0 0 0 0
Total Volume 0 30 15 45 13 0 6 19 0 52 31 83 0 0 0 0
% App. Total 0 66.7 33.3 68.4 0 31.6 0 62.7 37.3 0 0 0
PHF .000 .833 .375 .662 .542 .000 .500 .792 .000 .765 .646 .830 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-62
4016
Location: Date: 11/18/2021
N/S: Day: Thursday
E/W:

North Leg East Leg South Leg West Leg
Haven Avenue I‐60 WB Ramps Haven Avenue I‐60 WB Ramps
Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0100 1
0100 1
0200 2
0000 0
0000 0
0 4 0 04
North Leg East Leg South Leg West Leg
Haven Avenue I‐60 WB Ramps Haven Avenue I‐60 WB Ramps
Pedestrians Pedestrians Pedestrians Pedestrians
0100 1
0100 1
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 2 0 02
Ontario
Haven Avenue
I‐60 WB Ramps

PEDESTRIANS
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 3.1-63
4017
Location: Date: 11/18/2021
N/S: Day: Thursday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
010000000000 1
000000000000 0
000000000000 0
010000000000 1
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
I‐60 WB Ramps
Haven Avenue
Ontario

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
5:30 PM
5:45 PM
Haven Avenue I‐60 WB Ramps Haven Avenue I‐60 WB Ramps
TOTAL VOLUMES:

Haven Avenue I‐60 WB Ramps Haven Avenue I‐60 WB Ramps
Southbound Westbound Northbound Eastbound
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 3.1-64
4018
File Name : 03_ONT_Hav_60E AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 211 92 0 303 0 0 0 0 0 0 233 60 0 293 98 0 79 31 177 31 773 804 07:15 AM 0 231 88 0 319 0 0 0 0 0 0 218 52 0 270 132 0 81 32 213 32 802 834 07:30 AM 0 276 107 0 383 0 0 0 0 0 0 324 68 0 392 174 0 123 27 297 27 1072 1099 07:45 AM 0 358 99 0 457 0 0 0 0 0 0 317 69 0 386 235 0 124 13 359 13 1202 1215 Total 0 1076 386 0 1462 0 0 0 0 0 0 1092 249 0 1341 639 0 407 103 1046 103 3849 3952 08:00 AM 0 328 120 0 448 0 0 0 0 0 0 341 58 0 399 181 0 114 26 295 26 1142 1168 08:15 AM 0 294 84 0 378 0 0 0 0 0 0 347 73 0 420 185 0 117 22 302 22 1100 1122 08:30 AM 0 292 102 0 394 0 0 0 0 0 0 297 95 0 392 175 0 103 18 278 18 1064 1082 08:45 AM 0 256 109 0 365 0 0 0 0 0 0 325 89 0 414 193 0 102 23 295 23 1074 1097 Total 0 1170 415 0 1585 0 0 0 0 0 0 1310 315 0 1625 734 0 436 89 1170 89 4380 4469 Grand Total 0 2246 801 0 3047 0 0 0 0 0 0 2402 564 0 2966 1373 0 843 192 2216 192 8229 8421 Apprch % 0 73.7 26.3 0 0 0 0 81 19 62 0 38
Total % 0 27.3 9.7 37 0 0 0 0 0 29.2 6.9 36 16.7 0 10.2 26.9 2.3 97.7 Passenger Vehicles 0 2094 740 2834 0 0 0 0 0 2227 457 2684 1245 0 786 2216 0 0 7734 % Passenger Vehicles 0 93.2 92.4 0 93 0 0 0 0 0 0 92.7 81 0 90.5 90.7 0 93.2 96.4 92 0 0 91.8 Large 2 Axle Vehicles 0 52 28 80 0 0 0 0 0 75 35 110 33 0 20 57 0 0 247 % Large 2 Axle Vehicles 0 2.3 3.5 0 2.6 0 0 0 0 0 0 3.1 6.2 0 3.7 2.4 0 2.4 2.1 2.4 0 0 2.9 3 Axle Vehicles 0 27 10 37 0 0 0 0 0 18 12 30 7 0 3 10 0 0 77 % 3 Axle Vehicles 0 1.2 1.2 0 1.2 0 0 0 0 0 0 0.7 2.1 0 1 0.5 0 0.4 0 0.4 0 0 0.9 4+ Axle Trucks 0 73 23 96 0 0 0 0 0 82 60 142 88 0 34 125 0 0 363 % 4+ Axle Trucks 0 3.3 2.9 0 3.2 0 0 0 0 0 0 3.4 10.6 0 4.8 6.4 0 4 1.6 5.2 0 0 4.3 Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 0 276 107 383 0 0 0 0 0 324 68 392 174 0 123 297 1072 07:45 AM 0 358 99 457 0 0 0 0 0 317 69 386 235 0 124 359 1202 08:00 AM 0 328 120 448 0 0 0 0 0 341 58 399 181 0 114 295 1142 08:15 AM 0 294 84 378 0 0 0 0 0 347 73 420 185 0 117 302 1100 Total Volume 0 1256 410 1666 0 0 0 0 0 1329 268 1597 775 0 478 1253 4516 % App. Total 0 75.4 24.6 0 0 0 0 83.2 16.8 61.9 0 38.1
PHF .000 .877 .854 .911 .000 .000 .000 .000 .000 .957 .918 .951 .824 .000 .964 .873 .939 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-65
4019
File Name : 03_ONT_Hav_60E AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
I-60 Eastbound Ramps
I-60 Eastbound On Ramp
Haven Avenue
Right
410 1256
Thru Left
0 In Out Total
2104 1666 3770
Right
0 Thru
0 Left
0 Out In Total
268 0 268
Left
0 Thru
1329
Right
268
Out Total In
1734 1597 3331
Left
775
Thru
0 Right
478
Total In Out
1663 1253 410
Peak Hour Data
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-66
4020
File Name : 03_ONT_Hav_60E AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 Each Approach Begins at:
07:45 AM 07:00 AM 08:00 AM 07:30 AM
+0 mins. 0 358 99 457 0 0 0 0 0 341 58 399 174 0 123 297 +15 mins. 0 328 120 448 0 0 0 0 0 347 73 420 235 0 124 359 +30 mins. 0 294 84 378 0 0 0 0 0 297 95 392 181 0 114 295 +45 mins. 0 292 102 394 0 0 0 0 0 325 89 414 185 0 117 302 Total Volume 0 1272 405 1677 0 0 0 0 0 1310 315 1625 775 0 478 1253 % App. Total 0 75.8 24.2 0 0 0 0 80.6 19.4 61.9 0 38.1
PHF .000 .888 .844 .917 .000 .000 .000 .000 .000 .944 .829 .967 .824 .000 .964 .873 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-67
4021
File Name : 03_ONT_Hav_60E AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles
Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 195 89 0 284 0 0 0 0 0 0 217 42 0 259 87 0 75 31 162 31 705 736 07:15 AM 0 219 81 0 300 0 0 0 0 0 0 198 46 0 244 121 0 78 31 199 31 743 774 07:30 AM 0 268 97 0 365 0 0 0 0 0 0 298 55 0 353 149 0 113 26 262 26 980 1006 07:45 AM 0 333 94 0 427 0 0 0 0 0 0 300 54 0 354 221 0 113 11 334 11 1115 1126 Total 0 1015 361 0 1376 0 0 0 0 0 0 1013 197 0 1210 578 0 379 99 957 99 3543 3642 08:00 AM 0 306 111 0 417 0 0 0 0 0 0 317 53 0 370 166 0 107 26 273 26 1060 1086 08:15 AM 0 273 75 0 348 0 0 0 0 0 0 329 56 0 385 169 0 110 21 279 21 1012 1033 08:30 AM 0 274 95 0 369 0 0 0 0 0 0 273 81 0 354 156 0 95 18 251 18 974 992 08:45 AM 0 226 98 0 324 0 0 0 0 0 0 295 70 0 365 176 0 95 21 271 21 960 981 Total 0 1079 379 0 1458 0 0 0 0 0 0 1214 260 0 1474 667 0 407 86 1074 86 4006 4092 Grand Total 0 2094 740 0 2834 0 0 0 0 0 0 2227 457 0 2684 1245 0 786 185 2031 185 7549 7734 Apprch % 0 73.9 26.1 0 0 0 0 83 17 61.3 0 38.7
Total % 0 27.7 9.8 37.5 0 0 0 0 0 29.5 6.1 35.6 16.5 0 10.4 26.9 2.4 97.6 Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 268 97 365 0 0 0 0 0 298 55 353 149 0 113 262 980 07:45 AM 0 333 94 427 0 0 0 0 0 300 54 354 221 0 113 334 1115 08:00 AM 0 306 111 417 0 0 0 0 0 317 53 370 166 0 107 273 1060 08:15 AM 0 273 75 348 0 0 0 0 0 329 56 385 169 0 110 279 1012 Total Volume 0 1180 377 1557 0 0 0 0 0 1244 218 1462 705 0 443 1148 4167 % App. Total 0 75.8 24.2 0 0 0 0 85.1 14.9 61.4 0 38.6
PHF .000 .886 .849 .912 .000 .000 .000 .000 .000 .945 .973 .949 .798 .000 .980 .859 .934 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-68
4022
File Name : 03_ONT_Hav_60E AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
I-60 Eastbound Ramps
I-60 Eastbound On Ramp
Haven Avenue
Right
377 1180
Thru Left
0 In Out Total
1949 1557 3506
Right
0 Thru
0 Left
0 Out In Total
218 0 218
Left
0 Thru
1244
Right
218
Out Total In
1623 1462 3085
Left
705
Thru
0 Right
443
Total In Out
1525 1148 377
Peak Hour Data
Peak Hour Begins at 07:30 AM
Passenger Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-69
4023
File Name : 03_ONT_Hav_60E AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 268 97 365 0 0 0 0 0 298 55 353 149 0 113 262 +15 mins. 0 333 94 427 0 0 0 0 0 300 54 354 221 0 113 334 +30 mins. 0 306 111 417 0 0 0 0 0 317 53 370 166 0 107 273 +45 mins. 0 273 75 348 0 0 0 0 0 329 56 385 169 0 110 279 Total Volume 0 1180 377 1557 0 0 0 0 0 1244 218 1462 705 0 443 1148 % App. Total 0 75.8 24.2 0 0 0 0 85.1 14.9 61.4 0 38.6
PHF .000 .886 .849 .912 .000 .000 .000 .000 .000 .945 .973 .949 .798 .000 .980 .859 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-70
4024
File Name : 03_ONT_Hav_60E AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 7 2 0 9 0 0 0 0 0 0 6 11 0 17 3 0 1 0 4 0 30 30 07:15 AM 0 3 5 0 8 0 0 0 0 0 0 8 2 0 10 5 0 1 0 6 0 24 24 07:30 AM 0 4 2 0 6 0 0 0 0 0 0 12 2 0 14 6 0 1 1 7 1 27 28 07:45 AM 0 10 4 0 14 0 0 0 0 0 0 4 3 0 7 5 0 2 0 7 0 28 28 Total 0 24 13 0 37 0 0 0 0 0 0 30 18 0 48 19 0 5 1 24 1 109 110 08:00 AM 0 5 6 0 11 0 0 0 0 0 0 11 1 0 12 2 0 3 0 5 0 28 28 08:15 AM 0 7 5 0 12 0 0 0 0 0 0 6 7 0 13 3 0 4 1 7 1 32 33 08:30 AM 0 5 3 0 8 0 0 0 0 0 0 10 5 0 15 6 0 1 0 7 0 30 30 08:45 AM 0 11 1 0 12 0 0 0 0 0 0 18 4 0 22 3 0 7 2 10 2 44 46 Total 0 28 15 0 43 0 0 0 0 0 0 45 17 0 62 14 0 15 3 29 3 134 137 Grand Total 0 52 28 0 80 0 0 0 0 0 0 75 35 0 110 33 0 20 4 53 4 243 247 Apprch % 0 65 35 0 0 0 0 68.2 31.8 62.3 0 37.7
Total % 0 21.4 11.5 32.9 0 0 0 0 0 30.9 14.4 45.3 13.6 0 8.2 21.8 1.6 98.4 Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 4 2 6 0 0 0 0 0 12 2 14 6 0 1 7 27
07:45 AM 0 10 4 14 0 0 0 0 0 4 3 7 5 0 2 7 28
08:00 AM 0 5 6 11 0 0 0 0 0 11 1 12 2 0 3 5 28
08:15 AM 0 7 5 12 0 0 0 0 0 6 7 13 3 0 4 7 32
Total Volume 0 26 17 43 0 0 0 0 0 33 13 46 16 0 10 26 115 % App. Total 0 60.5 39.5 0 0 0 0 71.7 28.3 61.5 0 38.5
PHF .000 .650 .708 .768 .000 .000 .000 .000 .000 .688 .464 .821 .667 .000 .625 .929 .898 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-71
4025
File Name : 03_ONT_Hav_60E AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
I-60 Eastbound Ramps
I-60 Eastbound On Ramp
Haven Avenue
Right
17 Thru
26 Left
0 In Out Total
49 43 92
Right
0 Thru
0 Left
0 Out In Total
13 0 13
Left
0 Thru
33 Right
13 Out Total In
36 46 82
Left
16 Thru
0 Right
10 Total In Out
43 26 17
Peak Hour Data
Peak Hour Begins at 07:30 AM
Large 2 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-72
4026
File Name : 03_ONT_Hav_60E AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 4 2 6 0 0 0 0 0 12 2 14 6 0 1 7
+15 mins. 0 10 4 14 0 0 0 0 0 4 3 7 5 0 2 7
+30 mins. 0 5 6 11 0 0 0 0 0 11 1 12 2 0 3 5
+45 mins. 0 7 5 12 0 0 0 0 0 6 7 13 3 0 4 7
Total Volume 0 26 17 43 0 0 0 0 0 33 13 46 16 0 10 26
% App. Total 0 60.5 39.5 0 0 0 0 71.7 28.3 61.5 0 38.5
PHF .000 .650 .708 .768 .000 .000 .000 .000 .000 .688 .464 .821 .667 .000 .625 .929 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-73
4027
File Name : 03_ONT_Hav_60E AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Groups Printed- 3 Axle Vehicles
Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 4 0 0 4 0 0 0 0 0 0 3 2 0 5 3 0 1 0 4 0 13 13 07:15 AM 0 2 0 0 2 0 0 0 0 0 0 3 1 0 4 1 0 0 0 1 0 7 7
07:30 AM 0 1 1 0 2 0 0 0 0 0 0 3 2 0 5 1 0 0 0 1 0 8 8
07:45 AM 0 5 1 0 6 0 0 0 0 0 0 1 1 0 2 0 0 1 0 1 0 9 9
Total 0 12 2 0 14 0 0 0 0 0 0 10 6 0 16 5 0 2 0 7 0 37 37 08:00 AM 0 5 0 0 5 0 0 0 0 0 0 3 1 0 4 1 0 0 0 1 0 10 10 08:15 AM 0 3 2 0 5 0 0 0 0 0 0 2 2 0 4 0 0 1 0 1 0 10 10 08:30 AM 0 3 2 0 5 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 6 6
08:45 AM 0 4 4 0 8 0 0 0 0 0 0 3 2 0 5 1 0 0 0 1 0 14 14 Total 0 15 8 0 23 0 0 0 0 0 0 8 6 0 14 2 0 1 0 3 0 40 40 Grand Total 0 27 10 0 37 0 0 0 0 0 0 18 12 0 30 7 0 3 0 10 0 77 77 Apprch % 0 73 27 0 0 0 0 60 40 70 0 30
Total % 0 35.1 13 48.1 0 0 0 0 0 23.4 15.6 39 9.1 0 3.9 13 0 100 Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 1 1 2 0 0 0 0 0 3 2 5 1 0 0 1 8
07:45 AM 0 5 1 6 0 0 0 0 0 1 1 2 0 0 1 1 9
08:00 AM 0 5 0 5 0 0 0 0 0 3 1 4 1 0 0 1 10
08:15 AM 0 3 2 5 0 0 0 0 0 2 2 4 0 0 1 1 10
Total Volume 0 14 4 18 0 0 0 0 0 9 6 15 2 0 2 4 37
% App. Total 0 77.8 22.2 0 0 0 0 60 40 50 0 50
PHF .000 .700 .500 .750 .000 .000 .000 .000 .000 .750 .750 .750 .500 .000 .500 1.00 .925 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-74
4028
File Name : 03_ONT_Hav_60E AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
I-60 Eastbound Ramps
I-60 Eastbound On Ramp
Haven Avenue
Right
4 Thru
14 Left
0 In Out Total
11 18 29
Right
0 Thru
0 Left
0 Out In Total
6 0 6
Left
0 Thru
9 Right
6 Out Total In
16 15 31
Left
2 Thru
0 Right
2 Total In Out
8 4 4
Peak Hour Data
Peak Hour Begins at 07:30 AM
3 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-75
4029
File Name : 03_ONT_Hav_60E AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 1 1 2 0 0 0 0 0 3 2 5 1 0 0 1
+15 mins. 0 5 1 6 0 0 0 0 0 1 1 2 0 0 1 1
+30 mins. 0 5 0 5 0 0 0 0 0 3 1 4 1 0 0 1
+45 mins. 0 3 2 5 0 0 0 0 0 2 2 4 0 0 1 1
Total Volume 0 14 4 18 0 0 0 0 0 9 6 15 2 0 2 4
% App. Total 0 77.8 22.2 0 0 0 0 60 40 50 0 50
PHF .000 .700 .500 .750 .000 .000 .000 .000 .000 .750 .750 .750 .500 .000 .500 1.000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-76
4030
File Name : 03_ONT_Hav_60E AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Groups Printed- 4+ Axle Trucks
Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 5 1 0 6 0 0 0 0 0 0 7 5 0 12 5 0 2 0 7 0 25 25 07:15 AM 0 7 2 0 9 0 0 0 0 0 0 9 3 0 12 5 0 2 1 7 1 28 29 07:30 AM 0 3 7 0 10 0 0 0 0 0 0 11 9 0 20 18 0 9 0 27 0 57 57 07:45 AM 0 10 0 0 10 0 0 0 0 0 0 12 11 0 23 9 0 8 2 17 2 50 52 Total 0 25 10 0 35 0 0 0 0 0 0 39 28 0 67 37 0 21 3 58 3 160 163 08:00 AM 0 12 3 0 15 0 0 0 0 0 0 10 3 0 13 12 0 4 0 16 0 44 44 08:15 AM 0 11 2 0 13 0 0 0 0 0 0 10 8 0 18 13 0 2 0 15 0 46 46 08:30 AM 0 10 2 0 12 0 0 0 0 0 0 14 8 0 22 13 0 7 0 20 0 54 54 08:45 AM 0 15 6 0 21 0 0 0 0 0 0 9 13 0 22 13 0 0 0 13 0 56 56 Total 0 48 13 0 61 0 0 0 0 0 0 43 32 0 75 51 0 13 0 64 0 200 200 Grand Total 0 73 23 0 96 0 0 0 0 0 0 82 60 0 142 88 0 34 3 122 3 360 363 Apprch % 0 76 24 0 0 0 0 57.7 42.3 72.1 0 27.9
Total % 0 20.3 6.4 26.7 0 0 0 0 0 22.8 16.7 39.4 24.4 0 9.4 33.9 0.8 99.2 Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 3 7 10 0 0 0 0 0 11 9 20 18 0 9 27 57
07:45 AM 0 10 0 10 0 0 0 0 0 12 11 23 9 0 8 17 50
08:00 AM 0 12 3 15 0 0 0 0 0 10 3 13 12 0 4 16 44
08:15 AM 0 11 2 13 0 0 0 0 0 10 8 18 13 0 2 15 46
Total Volume 0 36 12 48 0 0 0 0 0 43 31 74 52 0 23 75 197 % App. Total 0 75 25 0 0 0 0 58.1 41.9 69.3 0 30.7
PHF .000 .750 .429 .800 .000 .000 .000 .000 .000 .896 .705 .804 .722 .000 .639 .694 .864 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-77
4031
File Name : 03_ONT_Hav_60E AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
I-60 Eastbound Ramps
I-60 Eastbound On Ramp
Haven Avenue
Right
12 Thru
36 Left
0 In Out Total
95 48 143
Right
0 Thru
0 Left
0 Out In Total
31 0 31
Left
0 Thru
43 Right
31 Out Total In
59 74 133
Left
52 Thru
0 Right
23 Total In Out
87 75 12
Peak Hour Data
Peak Hour Begins at 07:30 AM
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-78
4032
File Name : 03_ONT_Hav_60E AM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 3 7 10 0 0 0 0 0 11 9 20 18 0 9 27
+15 mins. 0 10 0 10 0 0 0 0 0 12 11 23 9 0 8 17
+30 mins. 0 12 3 15 0 0 0 0 0 10 3 13 12 0 4 16
+45 mins. 0 11 2 13 0 0 0 0 0 10 8 18 13 0 2 15
Total Volume 0 36 12 48 0 0 0 0 0 43 31 74 52 0 23 75
% App. Total 0 75 25 0 0 0 0 58.1 41.9 69.3 0 30.7
PHF .000 .750 .429 .800 .000 .000 .000 .000 .000 .896 .705 .804 .722 .000 .639 .694 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-79
4033
File Name : 03_ONT_Hav_60E PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 308 88 0 396 0 0 0 0 0 0 537 151 0 688 142 0 89 40 231 40 1315 1355 04:15 PM 0 353 69 0 422 0 0 0 0 0 0 560 176 0 736 156 0 74 14 230 14 1388 1402 04:30 PM 0 374 84 0 458 0 0 0 0 0 0 587 176 0 763 125 0 65 29 190 29 1411 1440 04:45 PM 0 341 70 0 411 0 0 0 0 0 0 628 162 0 790 124 0 38 14 162 14 1363 1377 Total 0 1376 311 0 1687 0 0 0 0 0 0 2312 665 0 2977 547 0 266 97 813 97 5477 5574 05:00 PM 0 361 101 0 462 0 0 0 0 0 0 606 166 0 772 115 0 42 18 157 18 1391 1409 05:15 PM 0 388 83 0 471 0 0 0 0 0 0 637 167 0 804 105 0 57 16 162 16 1437 1453 05:30 PM 0 297 65 0 362 0 0 0 0 0 0 588 180 0 768 83 0 26 16 109 16 1239 1255 05:45 PM 0 279 62 0 341 0 0 0 0 0 0 513 167 0 680 54 0 26 12 80 12 1101 1113 Total 0 1325 311 0 1636 0 0 0 0 0 0 2344 680 0 3024 357 0 151 62 508 62 5168 5230 Grand Total 0 2701 622 0 3323 0 0 0 0 0 0 4656 1345 0 6001 904 0 417 159 1321 159 10645 10804 Apprch % 0 81.3 18.7 0 0 0 0 77.6 22.4 68.4 0 31.6
Total % 0 25.4 5.8 31.2 0 0 0 0 0 43.7 12.6 56.4 8.5 0 3.9 12.4 1.5 98.5 Passenger Vehicles 0 2518 595 3113 0 0 0 0 0 4483 1282 5765 843 0 365 1354 0 0 10232 % Passenger Vehicles 0 93.2 95.7 0 93.7 0 0 0 0 0 0 96.3 95.3 0 96.1 93.3 0 87.5 91.8 91.5 0 0 94.7 Large 2 Axle Vehicles 0 87 10 97 0 0 0 0 0 53 11 64 21 0 18 46 0 0 207 % Large 2 Axle Vehicles 0 3.2 1.6 0 2.9 0 0 0 0 0 0 1.1 0.8 0 1.1 2.3 0 4.3 4.4 3.1 0 0 1.9 3 Axle Vehicles 0 20 3 23 0 0 0 0 0 15 9 24 5 0 6 14 0 0 61 % 3 Axle Vehicles 0 0.7 0.5 0 0.7 0 0 0 0 0 0 0.3 0.7 0 0.4 0.6 0 1.4 1.9 0.9 0 0 0.6 4+ Axle Trucks 0 76 14 90 0 0 0 0 0 105 43 148 35 0 28 66 0 0 304 % 4+ Axle Trucks 0 2.8 2.3 0 2.7 0 0 0 0 0 0 2.3 3.2 0 2.5 3.9 0 6.7 1.9 4.5 0 0 2.8 Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 0 374 84 458 0 0 0 0 0 587 176 763 125 0 65 190 1411 04:45 PM 0 341 70 411 0 0 0 0 0 628 162 790 124 0 38 162 1363 05:00 PM 0 361 101 462 0 0 0 0 0 606 166 772 115 0 42 157 1391 05:15 PM 0 388 83 471 0 0 0 0 0 637 167 804 105 0 57 162 1437 Total Volume 0 1464 338 1802 0 0 0 0 0 2458 671 3129 469 0 202 671 5602 % App. Total 0 81.2 18.8 0 0 0 0 78.6 21.4 69.9 0 30.1
PHF .000 .943 .837 .956 .000 .000 .000 .000 .000 .965 .953 .973 .938 .000 .777 .883 .975 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-80
4034
File Name : 03_ONT_Hav_60E PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
I-60 Eastbound Ramps
I-60 Eastbound On Ramp
Haven Avenue
Right
338 1464
Thru Left
0 In Out Total
2927 1802 4729
Right
0 Thru
0 Left
0 Out In Total
671 0 671
Left
0 Thru
2458
Right
671
Out Total In
1666 3129 4795
Left
469
Thru
0 Right
202
Total In Out
1009 671 338
Peak Hour Data
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-81
4035
File Name : 03_ONT_Hav_60E PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 Each Approach Begins at:
04:30 PM 04:00 PM 04:45 PM 04:00 PM
+0 mins. 0 374 84 458 0 0 0 0 0 628 162 790 142 0 89 231 +15 mins. 0 341 70 411 0 0 0 0 0 606 166 772 156 0 74 230 +30 mins. 0 361 101 462 0 0 0 0 0 637 167 804 125 0 65 190 +45 mins. 0 388 83 471 0 0 0 0 0 588 180 768 124 0 38 162 Total Volume 0 1464 338 1802 0 0 0 0 0 2459 675 3134 547 0 266 813 % App. Total 0 81.2 18.8 0 0 0 0 78.5 21.5 67.3 0 32.7
PHF .000 .943 .837 .956 .000 .000 .000 .000 .000 .965 .938 .975 .877 .000 .747 .880 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-82
4036
File Name : 03_ONT_Hav_60E PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles
Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 291 84 0 375 0 0 0 0 0 0 508 142 0 650 135 0 81 37 216 37 1241 1278 04:15 PM 0 323 63 0 386 0 0 0 0 0 0 538 167 0 705 146 0 66 14 212 14 1303 1317 04:30 PM 0 352 80 0 432 0 0 0 0 0 0 554 167 0 721 117 0 56 24 173 24 1326 1350 04:45 PM 0 318 70 0 388 0 0 0 0 0 0 601 156 0 757 116 0 27 12 143 12 1288 1300 Total 0 1284 297 0 1581 0 0 0 0 0 0 2201 632 0 2833 514 0 230 87 744 87 5158 5245 05:00 PM 0 343 98 0 441 0 0 0 0 0 0 585 160 0 745 106 0 37 16 143 16 1329 1345 05:15 PM 0 365 80 0 445 0 0 0 0 0 0 627 161 0 788 95 0 51 16 146 16 1379 1395 05:30 PM 0 267 62 0 329 0 0 0 0 0 0 572 172 0 744 78 0 21 15 99 15 1172 1187 05:45 PM 0 259 58 0 317 0 0 0 0 0 0 498 157 0 655 50 0 26 12 76 12 1048 1060 Total 0 1234 298 0 1532 0 0 0 0 0 0 2282 650 0 2932 329 0 135 59 464 59 4928 4987 Grand Total 0 2518 595 0 3113 0 0 0 0 0 0 4483 1282 0 5765 843 0 365 146 1208 146 10086 10232 Apprch % 0 80.9 19.1 0 0 0 0 77.8 22.2 69.8 0 30.2
Total % 0 25 5.9 30.9 0 0 0 0 0 44.4 12.7 57.2 8.4 0 3.6 12 1.4 98.6 Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 352 80 432 0 0 0 0 0 554 167 721 117 0 56 173 1326 04:45 PM 0 318 70 388 0 0 0 0 0 601 156 757 116 0 27 143 1288 05:00 PM 0 343 98 441 0 0 0 0 0 585 160 745 106 0 37 143 1329 05:15 PM 0 365 80 445 0 0 0 0 0 627 161 788 95 0 51 146 1379 Total Volume 0 1378 328 1706 0 0 0 0 0 2367 644 3011 434 0 171 605 5322 % App. Total 0 80.8 19.2 0 0 0 0 78.6 21.4 71.7 0 28.3
PHF .000 .944 .837 .958 .000 .000 .000 .000 .000 .944 .964 .955 .927 .000 .763 .874 .965 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-83
4037
File Name : 03_ONT_Hav_60E PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
I-60 Eastbound Ramps
I-60 Eastbound On Ramp
Haven Avenue
Right
328 1378
Thru Left
0 In Out Total
2801 1706 4507
Right
0 Thru
0 Left
0 Out In Total
644 0 644
Left
0 Thru
2367
Right
644
Out Total In
1549 3011 4560
Left
434
Thru
0 Right
171
Total In Out
933 605 328
Peak Hour Data
Peak Hour Begins at 04:30 PM
Passenger Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-84
4038
File Name : 03_ONT_Hav_60E PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 352 80 432 0 0 0 0 0 554 167 721 117 0 56 173 +15 mins. 0 318 70 388 0 0 0 0 0 601 156 757 116 0 27 143 +30 mins. 0 343 98 441 0 0 0 0 0 585 160 745 106 0 37 143 +45 mins. 0 365 80 445 0 0 0 0 0 627 161 788 95 0 51 146 Total Volume 0 1378 328 1706 0 0 0 0 0 2367 644 3011 434 0 171 605 % App. Total 0 80.8 19.2 0 0 0 0 78.6 21.4 71.7 0 28.3
PHF .000 .944 .837 .958 .000 .000 .000 .000 .000 .944 .964 .955 .927 .000 .763 .874 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-85
4039
File Name : 03_ONT_Hav_60E PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 6 1 0 7 0 0 0 0 0 0 11 1 0 12 2 0 1 1 3 1 22 23 04:15 PM 0 13 1 0 14 0 0 0 0 0 0 8 0 0 8 4 0 3 0 7 0 29 29 04:30 PM 0 11 1 0 12 0 0 0 0 0 0 13 2 0 15 4 0 4 3 8 3 35 38 04:45 PM 0 13 0 0 13 0 0 0 0 0 0 7 1 0 8 2 0 4 1 6 1 27 28 Total 0 43 3 0 46 0 0 0 0 0 0 39 4 0 43 12 0 12 5 24 5 113 118 05:00 PM 0 10 2 0 12 0 0 0 0 0 0 3 2 0 5 4 0 3 2 7 2 24 26 05:15 PM 0 10 1 0 11 0 0 0 0 0 0 3 1 0 4 2 0 2 0 4 0 19 19 05:30 PM 0 13 2 0 15 0 0 0 0 0 0 5 2 0 7 2 0 1 0 3 0 25 25 05:45 PM 0 11 2 0 13 0 0 0 0 0 0 3 2 0 5 1 0 0 0 1 0 19 19 Total 0 44 7 0 51 0 0 0 0 0 0 14 7 0 21 9 0 6 2 15 2 87 89 Grand Total 0 87 10 0 97 0 0 0 0 0 0 53 11 0 64 21 0 18 7 39 7 200 207 Apprch % 0 89.7 10.3 0 0 0 0 82.8 17.2 53.8 0 46.2
Total % 0 43.5 5 48.5 0 0 0 0 0 26.5 5.5 32 10.5 0 9 19.5 3.4 96.6 Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 11 1 12 0 0 0 0 0 13 2 15 4 0 4 8 35
04:45 PM 0 13 0 13 0 0 0 0 0 7 1 8 2 0 4 6 27
05:00 PM 0 10 2 12 0 0 0 0 0 3 2 5 4 0 3 7 24
05:15 PM 0 10 1 11 0 0 0 0 0 3 1 4 2 0 2 4 19
Total Volume 0 44 4 48 0 0 0 0 0 26 6 32 12 0 13 25 105 % App. Total 0 91.7 8.3 0 0 0 0 81.2 18.8 48 0 52
PHF .000 .846 .500 .923 .000 .000 .000 .000 .000 .500 .750 .533 .750 .000 .813 .781 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-86
4040
File Name : 03_ONT_Hav_60E PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
I-60 Eastbound Ramps
I-60 Eastbound On Ramp
Haven Avenue
Right
4 Thru
44 Left
0 In Out Total
38 48 86
Right
0 Thru
0 Left
0 Out In Total
6 0 6
Left
0 Thru
26 Right
6 Out Total In
57 32 89
Left
12 Thru
0 Right
13 Total In Out
29 25 4
Peak Hour Data
Peak Hour Begins at 04:30 PM
Large 2 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-87
4041
File Name : 03_ONT_Hav_60E PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 11 1 12 0 0 0 0 0 13 2 15 4 0 4 8
+15 mins. 0 13 0 13 0 0 0 0 0 7 1 8 2 0 4 6
+30 mins. 0 10 2 12 0 0 0 0 0 3 2 5 4 0 3 7
+45 mins. 0 10 1 11 0 0 0 0 0 3 1 4 2 0 2 4
Total Volume 0 44 4 48 0 0 0 0 0 26 6 32 12 0 13 25
% App. Total 0 91.7 8.3 0 0 0 0 81.2 18.8 48 0 52
PHF .000 .846 .500 .923 .000 .000 .000 .000 .000 .500 .750 .533 .750 .000 .813 .781 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-88
4042
File Name : 03_ONT_Hav_60E PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Groups Printed- 3 Axle Vehicles
Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 2 1 0 3 0 0 0 0 0 0 2 3 0 5 1 0 2 2 3 2 11 13 04:15 PM 0 6 1 0 7 0 0 0 0 0 0 3 2 0 5 0 0 1 0 1 0 13 13 04:30 PM 0 2 1 0 3 0 0 0 0 0 0 1 1 0 2 2 0 0 0 2 0 7 7
04:45 PM 0 1 0 0 1 0 0 0 0 0 0 5 1 0 6 0 0 1 0 1 0 8 8
Total 0 11 3 0 14 0 0 0 0 0 0 11 7 0 18 3 0 4 2 7 2 39 41 05:00 PM 0 2 0 0 2 0 0 0 0 0 0 1 2 0 3 0 0 0 0 0 0 5 5
05:15 PM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 1 0 1 0 2 0 5 5
05:30 PM 0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 0 0 1 1 1 1 6 7
05:45 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 3 3
Total 0 9 0 0 9 0 0 0 0 0 0 4 2 0 6 2 0 2 1 4 1 19 20
Grand Total 0 20 3 0 23 0 0 0 0 0 0 15 9 0 24 5 0 6 3 11 3 58 61 Apprch % 0 87 13 0 0 0 0 62.5 37.5 45.5 0 54.5
Total % 0 34.5 5.2 39.7 0 0 0 0 0 25.9 15.5 41.4 8.6 0 10.3 19 4.9 95.1 Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 2 1 3 0 0 0 0 0 1 1 2 2 0 0 2 7
04:45 PM 0 1 0 1 0 0 0 0 0 5 1 6 0 0 1 1 8
05:00 PM 0 2 0 2 0 0 0 0 0 1 2 3 0 0 0 0 5
05:15 PM 0 2 0 2 0 0 0 0 0 1 0 1 1 0 1 2 5
Total Volume 0 7 1 8 0 0 0 0 0 8 4 12 3 0 2 5 25
% App. Total 0 87.5 12.5 0 0 0 0 66.7 33.3 60 0 40
PHF .000 .875 .250 .667 .000 .000 .000 .000 .000 .400 .500 .500 .375 .000 .500 .625 .781 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-89
4043
File Name : 03_ONT_Hav_60E PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
I-60 Eastbound Ramps
I-60 Eastbound On Ramp
Haven Avenue
Right
1 Thru
7 Left
0 In Out Total
11 8 19
Right
0 Thru
0 Left
0 Out In Total
4 0 4
Left
0 Thru
8 Right
4 Out Total In
9 12 21
Left
3 Thru
0 Right
2 Total In Out
6 5 1
Peak Hour Data
Peak Hour Begins at 04:30 PM
3 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-90
4044
File Name : 03_ONT_Hav_60E PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 2 1 3 0 0 0 0 0 1 1 2 2 0 0 2
+15 mins. 0 1 0 1 0 0 0 0 0 5 1 6 0 0 1 1
+30 mins. 0 2 0 2 0 0 0 0 0 1 2 3 0 0 0 0
+45 mins. 0 2 0 2 0 0 0 0 0 1 0 1 1 0 1 2
Total Volume 0 7 1 8 0 0 0 0 0 8 4 12 3 0 2 5
% App. Total 0 87.5 12.5 0 0 0 0 66.7 33.3 60 0 40
PHF .000 .875 .250 .667 .000 .000 .000 .000 .000 .400 .500 .500 .375 .000 .500 .625 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-91
4045
File Name : 03_ONT_Hav_60E PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Groups Printed- 4+ Axle Trucks
Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 9 2 0 11 0 0 0 0 0 0 16 5 0 21 4 0 5 0 9 0 41 41 04:15 PM 0 11 4 0 15 0 0 0 0 0 0 11 7 0 18 6 0 4 0 10 0 43 43 04:30 PM 0 9 2 0 11 0 0 0 0 0 0 19 6 0 25 2 0 5 2 7 2 43 45 04:45 PM 0 9 0 0 9 0 0 0 0 0 0 15 4 0 19 6 0 6 1 12 1 40 41 Total 0 38 8 0 46 0 0 0 0 0 0 61 22 0 83 18 0 20 3 38 3 167 170 05:00 PM 0 6 1 0 7 0 0 0 0 0 0 17 2 0 19 5 0 2 0 7 0 33 33 05:15 PM 0 11 2 0 13 0 0 0 0 0 0 6 5 0 11 7 0 3 0 10 0 34 34 05:30 PM 0 13 1 0 14 0 0 0 0 0 0 10 6 0 16 3 0 3 0 6 0 36 36 05:45 PM 0 8 2 0 10 0 0 0 0 0 0 11 8 0 19 2 0 0 0 2 0 31 31 Total 0 38 6 0 44 0 0 0 0 0 0 44 21 0 65 17 0 8 0 25 0 134 134 Grand Total 0 76 14 0 90 0 0 0 0 0 0 105 43 0 148 35 0 28 3 63 3 301 304 Apprch % 0 84.4 15.6 0 0 0 0 70.9 29.1 55.6 0 44.4
Total % 0 25.2 4.7 29.9 0 0 0 0 0 34.9 14.3 49.2 11.6 0 9.3 20.9 1 99 Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 9 2 11 0 0 0 0 0 19 6 25 2 0 5 7 43
04:45 PM 0 9 0 9 0 0 0 0 0 15 4 19 6 0 6 12 40
05:00 PM 0 6 1 7 0 0 0 0 0 17 2 19 5 0 2 7 33
05:15 PM 0 11 2 13 0 0 0 0 0 6 5 11 7 0 3 10 34
Total Volume 0 35 5 40 0 0 0 0 0 57 17 74 20 0 16 36 150 % App. Total 0 87.5 12.5 0 0 0 0 77 23 55.6 0 44.4
PHF .000 .795 .625 .769 .000 .000 .000 .000 .000 .750 .708 .740 .714 .000 .667 .750 .872 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-92
4046
File Name : 03_ONT_Hav_60E PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
I-60 Eastbound Ramps
I-60 Eastbound On Ramp
Haven Avenue
Right
5 Thru
35 Left
0 In Out Total
77 40 117
Right
0 Thru
0 Left
0 Out In Total
17 0 17
Left
0 Thru
57 Right
17 Out Total In
51 74 125
Left
20 Thru
0 Right
16 Total In Out
41 36 5
Peak Hour Data
Peak Hour Begins at 04:30 PM
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-93
4047
File Name : 03_ONT_Hav_60E PM
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: I-60 Eastbound Ramps
Weather: Clear
Haven Avenue
Southbound
I-60 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-60 Eastbound Ramps
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 9 2 11 0 0 0 0 0 19 6 25 2 0 5 7
+15 mins. 0 9 0 9 0 0 0 0 0 15 4 19 6 0 6 12
+30 mins. 0 6 1 7 0 0 0 0 0 17 2 19 5 0 2 7
+45 mins. 0 11 2 13 0 0 0 0 0 6 5 11 7 0 3 10
Total Volume 0 35 5 40 0 0 0 0 0 57 17 74 20 0 16 36
% App. Total 0 87.5 12.5 0 0 0 0 77 23 55.6 0 44.4
PHF .000 .795 .625 .769 .000 .000 .000 .000 .000 .750 .708 .740 .714 .000 .667 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-94
4048
Location: Date: 11/18/2021
N/S: Day: Thursday
E/W:

North Leg East Leg South Leg West Leg
Haven Avenue I‐60 EB Ramps Haven Avenue I‐60 EB Ramps
Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0010 1
0011 2
0020 2
0000 0
0000 0
0 0 4 15
North Leg East Leg South Leg West Leg
Haven Avenue I‐60 EB Ramps Haven Avenue I‐60 EB Ramps
Pedestrians Pedestrians Pedestrians Pedestrians
0010 1
0010 1
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 0 2 02
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Ontario
Haven Avenue
I‐60 EB Ramps

PEDESTRIANS
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 3.1-95
4049
Location: Date: 11/18/2021
N/S: Day: Thursday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
010000000000 1
000000000000 0
010000000000 1
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
I‐60 EB Ramps
TOTAL VOLUMES:

Haven Avenue I‐60 EB Ramps Haven Avenue I‐60 EB Ramps
Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Haven Avenue I‐60 EB Ramps Haven Avenue
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
I‐60 EB Ramps
Haven Avenue
Ontario

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 3.1-96
4050
File Name : 04_ONT_Hav_Guasti AM2
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 32 212 34 11 278 17 8 25 20 50 10 254 24 2 288 6 2 6 6 14 39 630 669 07:15 AM 36 239 41 17 316 16 8 30 20 54 23 239 13 5 275 10 3 5 1 18 43 663 706 07:30 AM 35 304 48 15 387 12 8 44 30 64 24 341 24 6 389 9 5 4 4 18 55 858 913 07:45 AM 42 339 80 33 461 10 10 30 15 50 49 312 22 8 383 24 7 9 6 40 62 934 996 Total 145 1094 203 76 1442 55 34 129 85 218 106 1146 83 21 1335 49 17 24 17 90 199 3085 3284 08:00 AM 53 313 72 22 438 20 14 32 19 66 44 343 22 9 409 12 5 2 2 19 52 932 984 08:15 AM 63 287 58 30 408 10 6 31 15 47 30 360 27 10 417 17 10 12 6 39 61 911 972 08:30 AM 37 291 52 17 380 17 7 36 16 60 29 348 28 6 405 20 4 6 3 30 42 875 917 08:45 AM 50 253 54 18 357 17 11 39 24 67 37 335 31 6 403 17 16 9 4 42 52 869 921 Total 203 1144 236 87 1583 64 38 138 74 240 140 1386 108 31 1634 66 35 29 15 130 207 3587 3794 Grand Total 348 2238 439 163 3025 119 72 267 159 458 246 2532 191 52 2969 115 52 53 32 220 406 6672 7078 Apprch % 11.5 74 14.5 26 15.7 58.3 8.3 85.3 6.4 52.3 23.6 24.1 Total % 5.2 33.5 6.6 45.3 1.8 1.1 4 6.9 3.7 37.9 2.9 44.5 1.7 0.8 0.8 3.3 5.7 94.3 Passenger Vehicles 347 2044 428 2979 117 72 262 605 241 2256 187 2735 110 51 49 239 0 0 6558 % Passenger Vehicles 99.7 91.3 97.5 98.2 93.4 98.3 100 98.1 96.9 98.1 98 89.1 97.9 98.1 90.5 95.7 98.1 92.5 90.6 94.8 0 0 92.7 Large 2 Axle Vehicles 1 64 4 71 1 0 2 5 0 114 2 117 2 0 1 4 0 0 197 % Large 2 Axle Vehicles 0.3 2.9 0.9 1.2 2.2 0.8 0 0.7 1.3 0.8 0 4.5 1 1.9 3.9 1.7 0 1.9 3.1 1.6 0 0 2.8 3 Axle Vehicles 0 31 1 33 1 0 0 1 2 34 0 36 0 1 1 3 0 0 73 % 3 Axle Vehicles 0 1.4 0.2 0.6 1 0.8 0 0 0 0.2 0.8 1.3 0 0 1.2 0 1.9 1.9 3.1 1.2 0 0 1 4+ Axle Trucks 0 99 6 105 0 0 3 6 3 128 2 133 3 0 2 6 0 0 250 % 4+ Axle Trucks 0 4.4 1.4 0 3.3 0 0 1.1 1.9 1 1.2 5.1 1 0 4.4 2.6 0 3.8 3.1 2.4 0 0 3.5 Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 42 339 80 461 10 10 30 50 49 312 22 383 24 7 9 40 934 08:00 AM 53 313 72 438 20 14 32 66 44 343 22 409 12 5 2 19 932 08:15 AM 63 287 58 408 10 6 31 47 30 360 27 417 17 10 12 39 911 08:30 AM 37 291 52 380 17 7 36 60 29 348 28 405 20 4 6 30 875 Total Volume 195 1230 262 1687 57 37 129 223 152 1363 99 1614 73 26 29 128 3652 % App. Total 11.6 72.9 15.5 25.6 16.6 57.8 9.4 84.4 6.1 57 20.3 22.7 PHF .774 .907 .819 .915 .713 .661 .896 .845 .776 .947 .884 .968 .760 .650 .604 .800 .978 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-97
4051
File Name : 04_ONT_Hav_Guasti AM2
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Guasti Road
Guasti Road
Haven Avenue
Right
262 1230
Thru Left
195
In Out Total
1565 1687 3252
Right
129
Thru
37 Left
57 Out In Total
320 223 543
Left
152
Thru
1363
Right
99 Out Total In
1316 1614 2930
Left
73 Thru
26 Right
29 Total In Out
579 128 451
Peak Hour Data
Peak Hour Begins at 07:45 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-98
4052
File Name : 04_ONT_Hav_Guasti AM2
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 Each Approach Begins at:
07:30 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 35 304 48 387 20 14 32 66 44 343 22 409 12 5 2 19 +15 mins. 42 339 80 461 10 6 31 47 30 360 27 417 17 10 12 39 +30 mins. 53 313 72 438 17 7 36 60 29 348 28 405 20 4 6 30 +45 mins. 63 287 58 408 17 11 39 67 37 335 31 403 17 16 9 42 Total Volume 193 1243 258 1694 64 38 138 240 140 1386 108 1634 66 35 29 130 % App. Total 11.4 73.4 15.2 26.7 15.8 57.5 8.6 84.8 6.6 50.8 26.9 22.3 PHF .766 .917 .806 .919 .800 .679 .885 .896 .795 .963 .871 .980 .825 .547 .604 .774 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-99
4053
File Name : 04_ONT_Hav_Guasti AM2
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Groups Printed- Passenger Vehicles
Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 32 194 33 11 259 17 8 24 19 49 10 222 23 2 255 6 1 6 6 13 38 576 614 07:15 AM 36 224 40 17 300 15 8 29 19 52 23 212 13 5 248 10 3 5 1 18 42 618 660 07:30 AM 35 287 46 14 368 12 8 42 28 62 23 303 23 6 349 9 5 4 4 18 52 797 849 07:45 AM 42 306 79 33 427 10 10 30 15 50 47 285 22 8 354 21 7 9 6 37 62 868 930 Total 145 1011 198 75 1354 54 34 125 81 213 103 1022 81 21 1206 46 16 24 17 86 194 2859 3053 08:00 AM 53 282 71 21 406 20 14 32 19 66 44 313 22 9 379 12 5 1 1 18 50 869 919 08:15 AM 62 263 58 30 383 10 6 31 15 47 30 326 27 10 383 16 10 10 4 36 59 849 908 08:30 AM 37 264 52 17 353 17 7 36 16 60 28 309 27 5 364 19 4 5 3 28 41 805 846 08:45 AM 50 224 49 17 323 16 11 38 23 65 36 286 30 6 352 17 16 9 4 42 50 782 832 Total 202 1033 230 85 1465 63 38 137 73 238 138 1234 106 30 1478 64 35 25 12 124 200 3305 3505 Grand Total 347 2044 428 160 2819 117 72 262 154 451 241 2256 187 51 2684 110 51 49 29 210 394 6164 6558 Apprch % 12.3 72.5 15.2 25.9 16 58.1 9 84.1 7 52.4 24.3 23.3 Total % 5.6 33.2 6.9 45.7 1.9 1.2 4.3 7.3 3.9 36.6 3 43.5 1.8 0.8 0.8 3.4 6 94 Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 42 306 79 427 10 10 30 50 47 285 22 354 21 7 9 37 868 08:00 AM 53 282 71 406 20 14 32 66 44 313 22 379 12 5 1 18 869 08:15 AM 62 263 58 383 10 6 31 47 30 326 27 383 16 10 10 36 849 08:30 AM 37 264 52 353 17 7 36 60 28 309 27 364 19 4 5 28 805 Total Volume 194 1115 260 1569 57 37 129 223 149 1233 98 1480 68 26 25 119 3391 % App. Total 12.4 71.1 16.6 25.6 16.6 57.8 10.1 83.3 6.6 57.1 21.8 21 PHF .782 .911 .823 .919 .713 .661 .896 .845 .793 .946 .907 .966 .810 .650 .625 .804 .976 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-100
4054
File Name : 04_ONT_Hav_Guasti AM2
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Guasti Road
Guasti Road
Haven Avenue
Right
260 1115
Thru Left
194
In Out Total
1430 1569 2999
Right
129
Thru
37 Left
57 Out In Total
318 223 541
Left
149
Thru
1233
Right
98 Out Total In
1197 1480 2677
Left
68 Thru
26 Right
25 Total In Out
565 119 446
Peak Hour Data
Peak Hour Begins at 07:45 AM
Passenger Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-101
4055
File Name : 04_ONT_Hav_Guasti AM2
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:45 AM 07:45 AM
+0 mins. 42 306 79 427 10 10 30 50 47 285 22 354 21 7 9 37 +15 mins. 53 282 71 406 20 14 32 66 44 313 22 379 12 5 1 18 +30 mins. 62 263 58 383 10 6 31 47 30 326 27 383 16 10 10 36 +45 mins. 37 264 52 353 17 7 36 60 28 309 27 364 19 4 5 28 Total Volume 194 1115 260 1569 57 37 129 223 149 1233 98 1480 68 26 25 119 % App. Total 12.4 71.1 16.6 25.6 16.6 57.8 10.1 83.3 6.6 57.1 21.8 21 PHF .782 .911 .823 .919 .713 .661 .896 .845 .793 .946 .907 .966 .810 .650 .625 .804 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-102
4056
File Name : 04_ONT_Hav_Guasti AM2
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 6 0 0 6 0 0 0 0 0 0 18 0 0 18 0 0 0 0 0 0 24 24 07:15 AM 0 4 0 0 4 0 0 1 1 1 0 10 0 0 10 0 0 0 0 0 1 15 16 07:30 AM 0 4 2 1 6 0 0 0 0 0 0 17 0 0 17 0 0 0 0 0 1 23 24 07:45 AM 0 9 0 0 9 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 16 16 Total 0 23 2 1 25 0 0 1 1 1 0 52 0 0 52 0 0 0 0 0 2 78 80 08:00 AM 0 11 1 1 12 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 1 23 24 08:15 AM 1 9 0 0 10 0 0 0 0 0 0 13 0 0 13 1 0 1 1 2 1 25 26 08:30 AM 0 6 0 0 6 0 0 0 0 0 0 16 1 1 17 1 0 0 0 1 1 24 25 08:45 AM 0 15 1 0 16 1 0 1 1 2 0 22 1 0 23 0 0 0 0 0 1 41 42 Total 1 41 2 1 44 1 0 1 1 2 0 62 2 1 64 2 0 1 1 3 4 113 117 Grand Total 1 64 4 2 69 1 0 2 2 3 0 114 2 1 116 2 0 1 1 3 6 191 197 Apprch % 1.4 92.8 5.8 33.3 0 66.7 0 98.3 1.7 66.7 0 33.3 Total % 0.5 33.5 2.1 36.1 0.5 0 1 1.6 0 59.7 1 60.7 1 0 0.5 1.6 3 97 Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 9 0 9 0 0 0 0 0 7 0 7 0 0 0 0 16
08:00 AM 0 11 1 12 0 0 0 0 0 11 0 11 0 0 0 0 23
08:15 AM 1 9 0 10 0 0 0 0 0 13 0 13 1 0 1 2 25
08:30 AM 0 6 0 6 0 0 0 0 0 16 1 17 1 0 0 1 24
Total Volume 1 35 1 37 0 0 0 0 0 47 1 48 2 0 1 3 88
% App. Total 2.7 94.6 2.7 0 0 0 0 97.9 2.1 66.7 0 33.3
PHF .250 .795 .250 .771 .000 .000 .000 .000 .000 .734 .250 .706 .500 .000 .250 .375 .880 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-103
4057
File Name : 04_ONT_Hav_Guasti AM2
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Guasti Road
Guasti Road
Haven Avenue
Right
1 Thru
35 Left
1 In Out Total
49 37 86
Right
0 Thru
0 Left
0 Out In Total
2 0 2
Left
0 Thru
47 Right
1 Out Total In
36 48 84
Left
2 Thru
0 Right
1 Total In Out
4 3 1
Peak Hour Data
Peak Hour Begins at 07:45 AM
Large 2 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-104
4058
File Name : 04_ONT_Hav_Guasti AM2
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:45 AM 07:45 AM
+0 mins. 0 9 0 9 0 0 0 0 0 7 0 7 0 0 0 0
+15 mins. 0 11 1 12 0 0 0 0 0 11 0 11 0 0 0 0
+30 mins. 1 9 0 10 0 0 0 0 0 13 0 13 1 0 1 2
+45 mins. 0 6 0 6 0 0 0 0 0 16 1 17 1 0 0 1
Total Volume 1 35 1 37 0 0 0 0 0 47 1 48 2 0 1 3
% App. Total 2.7 94.6 2.7 0 0 0 0 97.9 2.1 66.7 0 33.3
PHF .250 .795 .250 .771 .000 .000 .000 .000 .000 .734 .250 .706 .500 .000 .250 .375 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-105
4059
File Name : 04_ONT_Hav_Guasti AM2
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Groups Printed- 3 Axle Vehicles
Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 6 0 0 6 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 0 11 11 07:15 AM 0 3 0 0 3 1 0 0 0 1 0 4 0 0 4 0 0 0 0 0 0 8 8
07:30 AM 0 1 0 0 1 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 7 7
07:45 AM 0 6 0 0 6 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 9 9
Total 0 16 0 0 16 1 0 0 0 1 1 16 0 0 17 0 1 0 0 1 0 35 35 08:00 AM 0 4 0 0 4 0 0 0 0 0 0 4 0 0 4 0 0 1 1 1 1 9 10 08:15 AM 0 5 0 0 5 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 10 10 08:30 AM 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 4 4
08:45 AM 0 3 1 1 4 0 0 0 0 0 1 8 0 0 9 0 0 0 0 0 1 13 14 Total 0 15 1 1 16 0 0 0 0 0 1 18 0 0 19 0 0 1 1 1 2 36 38 Grand Total 0 31 1 1 32 1 0 0 0 1 2 34 0 0 36 0 1 1 1 2 2 71 73 Apprch % 0 96.9 3.1 100 0 0 5.6 94.4 0 0 50 50
Total % 0 43.7 1.4 45.1 1.4 0 0 1.4 2.8 47.9 0 50.7 0 1.4 1.4 2.8 2.7 97.3 Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 6 0 6 0 0 0 0 1 2 0 3 0 0 0 0 9
08:00 AM 0 4 0 4 0 0 0 0 0 4 0 4 0 0 1 1 9
08:15 AM 0 5 0 5 0 0 0 0 0 5 0 5 0 0 0 0 10
08:30 AM 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4
Total Volume 0 18 0 18 0 0 0 0 1 12 0 13 0 0 1 1 32
% App. Total 0 100 0 0 0 0 7.7 92.3 0 0 0 100
PHF .000 .750 .000 .750 .000 .000 .000 .000 .250 .600 .000 .650 .000 .000 .250 .250 .800 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-106
4060
File Name : 04_ONT_Hav_Guasti AM2
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Guasti Road
Guasti Road
Haven Avenue
Right
0 Thru
18 Left
0 In Out Total
12 18 30
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Left
1 Thru
12 Right
0 Out Total In
19 13 32
Left
0 Thru
0 Right
1 Total In Out
2 1 1
Peak Hour Data
Peak Hour Begins at 07:45 AM
3 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-107
4061
File Name : 04_ONT_Hav_Guasti AM2
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:45 AM 07:45 AM
+0 mins. 0 6 0 6 0 0 0 0 1 2 0 3 0 0 0 0
+15 mins. 0 4 0 4 0 0 0 0 0 4 0 4 0 0 1 1
+30 mins. 0 5 0 5 0 0 0 0 0 5 0 5 0 0 0 0
+45 mins. 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 0 18 0 18 0 0 0 0 1 12 0 13 0 0 1 1
% App. Total 0 100 0 0 0 0 7.7 92.3 0 0 0 100
PHF .000 .750 .000 .750 .000 .000 .000 .000 .250 .600 .000 .650 .000 .000 .250 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-108
4062
File Name : 04_ONT_Hav_Guasti AM2
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Groups Printed- 4+ Axle Trucks
Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 6 1 0 7 0 0 1 1 1 0 10 1 0 11 0 0 0 0 0 1 19 20 07:15 AM 0 8 1 0 9 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 22 22 07:30 AM 0 12 0 0 12 0 0 2 2 2 1 15 1 0 17 0 0 0 0 0 2 31 33 07:45 AM 0 18 1 0 19 0 0 0 0 0 1 18 0 0 19 3 0 0 0 3 0 41 41 Total 0 44 3 0 47 0 0 3 3 3 2 56 2 0 60 3 0 0 0 3 3 113 116 08:00 AM 0 16 0 0 16 0 0 0 0 0 0 15 0 0 15 0 0 0 0 0 0 31 31 08:15 AM 0 10 0 0 10 0 0 0 0 0 0 16 0 0 16 0 0 1 1 1 1 27 28 08:30 AM 0 18 0 0 18 0 0 0 0 0 1 22 0 0 23 0 0 1 0 1 0 42 42 08:45 AM 0 11 3 0 14 0 0 0 0 0 0 19 0 0 19 0 0 0 0 0 0 33 33 Total 0 55 3 0 58 0 0 0 0 0 1 72 0 0 73 0 0 2 1 2 1 133 134 Grand Total 0 99 6 0 105 0 0 3 3 3 3 128 2 0 133 3 0 2 1 5 4 246 250 Apprch % 0 94.3 5.7 0 0 100 2.3 96.2 1.5 60 0 40
Total % 0 40.2 2.4 42.7 0 0 1.2 1.2 1.2 52 0.8 54.1 1.2 0 0.8 2 1.6 98.4 Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 18 1 19 0 0 0 0 1 18 0 19 3 0 0 3 41
08:00 AM 0 16 0 16 0 0 0 0 0 15 0 15 0 0 0 0 31
08:15 AM 0 10 0 10 0 0 0 0 0 16 0 16 0 0 1 1 27
08:30 AM 0 18 0 18 0 0 0 0 1 22 0 23 0 0 1 1 42
Total Volume 0 62 1 63 0 0 0 0 2 71 0 73 3 0 2 5 141
% App. Total 0 98.4 1.6 0 0 0 2.7 97.3 0 60 0 40
PHF .000 .861 .250 .829 .000 .000 .000 .000 .500 .807 .000 .793 .250 .000 .500 .417 .839 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-109
4063
File Name : 04_ONT_Hav_Guasti AM2
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Guasti Road
Guasti Road
Haven Avenue
Right
1 Thru
62 Left
0 In Out Total
74 63 137
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Left
2 Thru
71 Right
0 Out Total In
64 73 137
Left
3 Thru
0 Right
2 Total In Out
8 5 3
Peak Hour Data
Peak Hour Begins at 07:45 AM
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-110
4064
File Name : 04_ONT_Hav_Guasti AM2
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:45 AM 07:45 AM
+0 mins. 0 18 1 19 0 0 0 0 1 18 0 19 3 0 0 3
+15 mins. 0 16 0 16 0 0 0 0 0 15 0 15 0 0 0 0
+30 mins. 0 10 0 10 0 0 0 0 0 16 0 16 0 0 1 1
+45 mins. 0 18 0 18 0 0 0 0 1 22 0 23 0 0 1 1
Total Volume 0 62 1 63 0 0 0 0 2 71 0 73 3 0 2 5
% App. Total 0 98.4 1.6 0 0 0 2.7 97.3 0 60 0 40
PHF .000 .861 .250 .829 .000 .000 .000 .000 .500 .807 .000 .793 .250 .000 .500 .417 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-111
4065
File Name : 04_ONT_Hav_Guasti PM2
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 37 355 14 4 406 17 9 37 21 63 17 564 28 10 609 71 12 35 26 118 61 1196 1257 04:15 PM 38 356 29 6 423 12 5 41 20 58 11 628 28 11 667 67 6 28 19 101 56 1249 1305 04:30 PM 50 357 25 5 432 23 5 60 26 88 20 597 24 11 641 100 14 54 32 168 74 1329 1403 04:45 PM 34 324 22 5 380 16 5 46 12 67 17 640 31 7 688 91 9 21 13 121 37 1256 1293 Total 159 1392 90 20 1641 68 24 184 79 276 65 2429 111 39 2605 329 41 138 90 508 228 5030 5258 05:00 PM 43 323 19 5 385 28 7 54 18 89 12 615 18 7 645 93 15 84 51 192 81 1311 1392 05:15 PM 30 374 39 8 443 13 2 55 22 70 11 649 30 10 690 88 7 46 28 141 68 1344 1412 05:30 PM 20 262 25 8 307 18 2 57 22 77 10 615 20 9 645 90 3 53 43 146 82 1175 1257 05:45 PM 32 270 18 4 320 14 5 44 21 63 17 572 21 10 610 73 7 23 17 103 52 1096 1148 Total 125 1229 101 25 1455 73 16 210 83 299 50 2451 89 36 2590 344 32 206 139 582 283 4926 5209 Grand Total 284 2621 191 45 3096 141 40 394 162 575 115 4880 200 75 5195 673 73 344 229 1090 511 9956 10467 Apprch % 9.2 84.7 6.2 24.5 7 68.5 2.2 93.9 3.8 61.7 6.7 31.6 Total % 2.9 26.3 1.9 31.1 1.4 0.4 4 5.8 1.2 49 2 52.2 6.8 0.7 3.5 10.9 4.9 95.1 Passenger Vehicles 281 2395 186 2907 141 40 392 735 112 4652 199 5038 665 72 336 1298 0 0 9978 % Passenger Vehicles 98.9 91.4 97.4 100 92.6 100 100 99.5 100 99.7 97.4 95.3 99.5 100 95.6 98.8 98.6 97.7 98.3 98.4 0 0 95.3 Large 2 Axle Vehicles 1 99 3 103 0 0 0 0 1 71 0 72 6 1 6 17 0 0 192 % Large 2 Axle Vehicles 0.4 3.8 1.6 0 3.3 0 0 0 0 0 0.9 1.5 0 0 1.4 0.9 1.4 1.7 1.7 1.3 0 0 1.8 3 Axle Vehicles 1 28 0 29 0 0 0 0 1 22 0 23 1 0 1 2 0 0 54 % 3 Axle Vehicles 0.4 1.1 0 0 0.9 0 0 0 0 0 0.9 0.5 0 0 0.4 0.1 0 0.3 0 0.2 0 0 0.5 4+ Axle Trucks 1 99 2 102 0 0 2 2 1 135 1 137 1 0 1 2 0 0 243 % 4+ Axle Trucks 0.4 3.8 1 0 3.2 0 0 0.5 0 0.3 0.9 2.8 0.5 0 2.6 0.1 0 0.3 0 0.2 0 0 2.3 Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 50 357 25 432 23 5 60 88 20 597 24 641 100 14 54 168 1329 04:45 PM 34 324 22 380 16 5 46 67 17 640 31 688 91 9 21 121 1256 05:00 PM 43 323 19 385 28 7 54 89 12 615 18 645 93 15 84 192 1311 05:15 PM 30 374 39 443 13 2 55 70 11 649 30 690 88 7 46 141 1344 Total Volume 157 1378 105 1640 80 19 215 314 60 2501 103 2664 372 45 205 622 5240 % App. Total 9.6 84 6.4 25.5 6.1 68.5 2.3 93.9 3.9 59.8 7.2 33 PHF .785 .921 .673 .926 .714 .679 .896 .882 .750 .963 .831 .965 .930 .750 .610 .810 .975 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-112
4066
File Name : 04_ONT_Hav_Guasti PM2
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Guasti Road
Guasti Road
Haven Avenue
Right
105 1378
Thru Left
157
In Out Total
3088 1640 4728
Right
215
Thru
19 Left
80 Out In Total
305 314 619
Left
60 Thru
2501
Right
103
Out Total In
1663 2664 4327
Left
372
Thru
45 Right
205
Total In Out
806 622 184
Peak Hour Data
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-113
4067
File Name : 04_ONT_Hav_Guasti PM2
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 Each Approach Begins at:
04:00 PM 04:30 PM 04:45 PM 04:30 PM
+0 mins. 37 355 14 406 23 5 60 88 17 640 31 688 100 14 54 168 +15 mins. 38 356 29 423 16 5 46 67 12 615 18 645 91 9 21 121 +30 mins. 50 357 25 432 28 7 54 89 11 649 30 690 93 15 84 192 +45 mins. 34 324 22 380 13 2 55 70 10 615 20 645 88 7 46 141 Total Volume 159 1392 90 1641 80 19 215 314 50 2519 99 2668 372 45 205 622 % App. Total 9.7 84.8 5.5 25.5 6.1 68.5 1.9 94.4 3.7 59.8 7.2 33 PHF .795 .975 .776 .950 .714 .679 .896 .882 .735 .970 .798 .967 .930 .750 .610 .810 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-114
4068
File Name : 04_ONT_Hav_Guasti PM2
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Groups Printed- Passenger Vehicles
Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 37 329 14 4 380 17 9 37 21 63 16 528 28 10 572 70 11 34 26 115 61 1130 1191 04:15 PM 38 319 29 6 386 12 5 41 20 58 11 594 28 11 633 67 6 27 18 100 55 1177 1232 04:30 PM 48 329 24 5 401 23 5 59 26 87 20 560 24 11 604 98 14 52 31 164 73 1256 1329 04:45 PM 34 290 22 5 346 16 5 46 12 67 15 608 31 7 654 90 9 21 13 120 37 1187 1224 Total 157 1267 89 20 1513 68 24 183 79 275 62 2290 111 39 2463 325 40 134 88 499 226 4750 4976 05:00 PM 43 300 18 5 361 28 7 54 18 89 12 591 17 7 620 92 15 81 50 188 80 1258 1338 05:15 PM 30 344 38 8 412 13 2 54 22 69 11 635 30 10 676 88 7 46 28 141 68 1298 1366 05:30 PM 19 234 23 8 276 18 2 57 22 77 10 589 20 9 619 88 3 52 42 143 81 1115 1196 05:45 PM 32 250 18 4 300 14 5 44 21 63 17 547 21 10 585 72 7 23 17 102 52 1050 1102 Total 124 1128 97 25 1349 73 16 209 83 298 50 2362 88 36 2500 340 32 202 137 574 281 4721 5002 Grand Total 281 2395 186 45 2862 141 40 392 162 573 112 4652 199 75 4963 665 72 336 225 1073 507 9471 9978 Apprch % 9.8 83.7 6.5 24.6 7 68.4 2.3 93.7 4 62 6.7 31.3 Total % 3 25.3 2 30.2 1.5 0.4 4.1 6.1 1.2 49.1 2.1 52.4 7 0.8 3.5 11.3 5.1 94.9 Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 48 329 24 401 23 5 59 87 20 560 24 604 98 14 52 164 1256 04:45 PM 34 290 22 346 16 5 46 67 15 608 31 654 90 9 21 120 1187 05:00 PM 43 300 18 361 28 7 54 89 12 591 17 620 92 15 81 188 1258 05:15 PM 30 344 38 412 13 2 54 69 11 635 30 676 88 7 46 141 1298 Total Volume 155 1263 102 1520 80 19 213 312 58 2394 102 2554 368 45 200 613 4999 % App. Total 10.2 83.1 6.7 25.6 6.1 68.3 2.3 93.7 4 60 7.3 32.6 PHF .807 .918 .671 .922 .714 .679 .903 .876 .725 .943 .823 .945 .939 .750 .617 .815 .963 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-115
4069
File Name : 04_ONT_Hav_Guasti PM2
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Guasti Road
Guasti Road
Haven Avenue
Right
102 1263
Thru Left
155
In Out Total
2975 1520 4495
Right
213
Thru
19 Left
80 Out In Total
302 312 614
Left
58 Thru
2394
Right
102
Out Total In
1543 2554 4097
Left
368
Thru
45 Right
200
Total In Out
792 613 179
Peak Hour Data
Peak Hour Begins at 04:30 PM
Passenger Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-116
4070
File Name : 04_ONT_Hav_Guasti PM2
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 48 329 24 401 23 5 59 87 20 560 24 604 98 14 52 164 +15 mins. 34 290 22 346 16 5 46 67 15 608 31 654 90 9 21 120 +30 mins. 43 300 18 361 28 7 54 89 12 591 17 620 92 15 81 188 +45 mins. 30 344 38 412 13 2 54 69 11 635 30 676 88 7 46 141 Total Volume 155 1263 102 1520 80 19 213 312 58 2394 102 2554 368 45 200 613 % App. Total 10.2 83.1 6.7 25.6 6.1 68.3 2.3 93.7 4 60 7.3 32.6 PHF .807 .918 .671 .922 .714 .679 .903 .876 .725 .943 .823 .945 .939 .750 .617 .815 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-117
4071
File Name : 04_ONT_Hav_Guasti PM2
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 6 0 0 6 0 0 0 0 0 1 12 0 0 13 1 1 0 0 2 0 21 21 04:15 PM 0 16 0 0 16 0 0 0 0 0 0 12 0 0 12 0 0 1 1 1 1 29 30 04:30 PM 0 16 0 0 16 0 0 0 0 0 0 15 0 0 15 1 0 1 1 2 1 33 34 04:45 PM 0 16 0 0 16 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 24 24 Total 0 54 0 0 54 0 0 0 0 0 1 47 0 0 48 2 1 2 2 5 2 107 109 05:00 PM 0 13 1 0 14 0 0 0 0 0 0 6 0 0 6 1 0 3 1 4 1 24 25 05:15 PM 0 13 1 0 14 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 18 18 05:30 PM 1 8 1 0 10 0 0 0 0 0 0 7 0 0 7 2 0 1 1 3 1 20 21 05:45 PM 0 11 0 0 11 0 0 0 0 0 0 7 0 0 7 1 0 0 0 1 0 19 19 Total 1 45 3 0 49 0 0 0 0 0 0 24 0 0 24 4 0 4 2 8 2 81 83 Grand Total 1 99 3 0 103 0 0 0 0 0 1 71 0 0 72 6 1 6 4 13 4 188 192 Apprch % 1 96.1 2.9 0 0 0 1.4 98.6 0 46.2 7.7 46.2
Total % 0.5 52.7 1.6 54.8 0 0 0 0 0.5 37.8 0 38.3 3.2 0.5 3.2 6.9 2.1 97.9 Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 16 0 16 0 0 0 0 0 15 0 15 1 0 1 2 33
04:45 PM 0 16 0 16 0 0 0 0 0 8 0 8 0 0 0 0 24
05:00 PM 0 13 1 14 0 0 0 0 0 6 0 6 1 0 3 4 24
05:15 PM 0 13 1 14 0 0 0 0 0 4 0 4 0 0 0 0 18
Total Volume 0 58 2 60 0 0 0 0 0 33 0 33 2 0 4 6 99
% App. Total 0 96.7 3.3 0 0 0 0 100 0 33.3 0 66.7
PHF .000 .906 .500 .938 .000 .000 .000 .000 .000 .550 .000 .550 .500 .000 .333 .375 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-118
4072
File Name : 04_ONT_Hav_Guasti PM2
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Guasti Road
Guasti Road
Haven Avenue
Right
2 Thru
58 Left
0 In Out Total
35 60 95
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Left
0 Thru
33 Right
0 Out Total In
62 33 95
Left
2 Thru
0 Right
4 Total In Out
8 6 2
Peak Hour Data
Peak Hour Begins at 04:30 PM
Large 2 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-119
4073
File Name : 04_ONT_Hav_Guasti PM2
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 16 0 16 0 0 0 0 0 15 0 15 1 0 1 2
+15 mins. 0 16 0 16 0 0 0 0 0 8 0 8 0 0 0 0
+30 mins. 0 13 1 14 0 0 0 0 0 6 0 6 1 0 3 4
+45 mins. 0 13 1 14 0 0 0 0 0 4 0 4 0 0 0 0
Total Volume 0 58 2 60 0 0 0 0 0 33 0 33 2 0 4 6
% App. Total 0 96.7 3.3 0 0 0 0 100 0 33.3 0 66.7
PHF .000 .906 .500 .938 .000 .000 .000 .000 .000 .550 .000 .550 .500 .000 .333 .375 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-120
4074
File Name : 04_ONT_Hav_Guasti PM2
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Groups Printed- 3 Axle Vehicles
Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 6 0 0 6 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 9 9
04:15 PM 0 7 0 0 7 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 11 11 04:30 PM 1 1 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 4 4
04:45 PM 0 1 0 0 1 0 0 0 0 0 1 5 0 0 6 1 0 0 0 1 0 8 8
Total 1 15 0 0 16 0 0 0 0 0 1 13 0 0 14 1 0 1 0 2 0 32 32 05:00 PM 0 2 0 0 2 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 6 6
05:15 PM 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 4 4
05:30 PM 0 7 0 0 7 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 10 10 05:45 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2
Total 0 13 0 0 13 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 22 22 Grand Total 1 28 0 0 29 0 0 0 0 0 1 22 0 0 23 1 0 1 0 2 0 54 54 Apprch % 3.4 96.6 0 0 0 0 4.3 95.7 0 50 0 50
Total % 1.9 51.9 0 53.7 0 0 0 0 1.9 40.7 0 42.6 1.9 0 1.9 3.7 0 100 Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 1 1 0 2 0 0 0 0 0 1 0 1 0 0 1 1 4
04:45 PM 0 1 0 1 0 0 0 0 1 5 0 6 1 0 0 1 8
05:00 PM 0 2 0 2 0 0 0 0 0 4 0 4 0 0 0 0 6
05:15 PM 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4
Total Volume 1 7 0 8 0 0 0 0 1 11 0 12 1 0 1 2 22
% App. Total 12.5 87.5 0 0 0 0 8.3 91.7 0 50 0 50
PHF .250 .583 .000 .667 .000 .000 .000 .000 .250 .550 .000 .500 .250 .000 .250 .500 .688 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-121
4075
File Name : 04_ONT_Hav_Guasti PM2
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Guasti Road
Guasti Road
Haven Avenue
Right
0 Thru
7 Left
1 In Out Total
12 8 20
Right
0 Thru
0 Left
0 Out In Total
1 0 1
Left
1 Thru
11 Right
0 Out Total In
8 12 20
Left
1 Thru
0 Right
1 Total In Out
3 2 1
Peak Hour Data
Peak Hour Begins at 04:30 PM
3 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-122
4076
File Name : 04_ONT_Hav_Guasti PM2
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 1 1 0 2 0 0 0 0 0 1 0 1 0 0 1 1
+15 mins. 0 1 0 1 0 0 0 0 1 5 0 6 1 0 0 1
+30 mins. 0 2 0 2 0 0 0 0 0 4 0 4 0 0 0 0
+45 mins. 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 1 7 0 8 0 0 0 0 1 11 0 12 1 0 1 2
% App. Total 12.5 87.5 0 0 0 0 8.3 91.7 0 50 0 50
PHF .250 .583 .000 .667 .000 .000 .000 .000 .250 .550 .000 .500 .250 .000 .250 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-123
4077
File Name : 04_ONT_Hav_Guasti PM2
Site Code : 05121618
Start Date : 11/18/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Groups Printed- 4+ Axle Trucks
Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 14 0 0 14 0 0 0 0 0 0 21 0 0 21 0 0 1 0 1 0 36 36 04:15 PM 0 14 0 0 14 0 0 0 0 0 0 18 0 0 18 0 0 0 0 0 0 32 32 04:30 PM 1 11 1 0 13 0 0 1 0 1 0 21 0 0 21 1 0 0 0 1 0 36 36 04:45 PM 0 17 0 0 17 0 0 0 0 0 1 19 0 0 20 0 0 0 0 0 0 37 37 Total 1 56 1 0 58 0 0 1 0 1 1 79 0 0 80 1 0 1 0 2 0 141 141 05:00 PM 0 8 0 0 8 0 0 0 0 0 0 14 1 0 15 0 0 0 0 0 0 23 23 05:15 PM 0 14 0 0 14 0 0 1 0 1 0 9 0 0 9 0 0 0 0 0 0 24 24 05:30 PM 0 13 1 0 14 0 0 0 0 0 0 16 0 0 16 0 0 0 0 0 0 30 30 05:45 PM 0 8 0 0 8 0 0 0 0 0 0 17 0 0 17 0 0 0 0 0 0 25 25 Total 0 43 1 0 44 0 0 1 0 1 0 56 1 0 57 0 0 0 0 0 0 102 102 Grand Total 1 99 2 0 102 0 0 2 0 2 1 135 1 0 137 1 0 1 0 2 0 243 243 Apprch % 1 97.1 2 0 0 100 0.7 98.5 0.7 50 0 50
Total % 0.4 40.7 0.8 42 0 0 0.8 0.8 0.4 55.6 0.4 56.4 0.4 0 0.4 0.8 0 100 Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 1 11 1 13 0 0 1 1 0 21 0 21 1 0 0 1 36
04:45 PM 0 17 0 17 0 0 0 0 1 19 0 20 0 0 0 0 37
05:00 PM 0 8 0 8 0 0 0 0 0 14 1 15 0 0 0 0 23
05:15 PM 0 14 0 14 0 0 1 1 0 9 0 9 0 0 0 0 24
Total Volume 1 50 1 52 0 0 2 2 1 63 1 65 1 0 0 1 120
% App. Total 1.9 96.2 1.9 0 0 100 1.5 96.9 1.5 100 0 0
PHF .250 .735 .250 .765 .000 .000 .500 .500 .250 .750 .250 .774 .250 .000 .000 .250 .811 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-124
4078
File Name : 04_ONT_Hav_Guasti PM2
Site Code : 05121618
Start Date : 11/18/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Guasti Road
Guasti Road
Haven Avenue
Right
1 Thru
50 Left
1 In Out Total
66 52 118
Right
2 Thru
0 Left
0 Out In Total
2 2 4
Left
1 Thru
63 Right
1 Out Total In
50 65 115
Left
1 Thru
0 Right
0 Total In Out
3 1 2
Peak Hour Data
Peak Hour Begins at 04:30 PM
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-125
4079
File Name : 04_ONT_Hav_Guasti PM2
Site Code : 05121618
Start Date : 11/18/2021
Page No : 3
City of Ontario
N/S: Haven Avenue
E/W: Guasti Road
Weather: Clear
Haven Avenue
Southbound
Guasti Road
Westbound
Haven Avenue
Northbound
Guasti Road
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 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 1 11 1 13 0 0 1 1 0 21 0 21 1 0 0 1
+15 mins. 0 17 0 17 0 0 0 0 1 19 0 20 0 0 0 0
+30 mins. 0 8 0 8 0 0 0 0 0 14 1 15 0 0 0 0
+45 mins. 0 14 0 14 0 0 1 1 0 9 0 9 0 0 0 0
Total Volume 1 50 1 52 0 0 2 2 1 63 1 65 1 0 0 1
% App. Total 1.9 96.2 1.9 0 0 100 1.5 96.9 1.5 100 0 0
PHF .250 .735 .250 .765 .000 .000 .500 .500 .250 .750 .250 .774 .250 .000 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-126
4080
Location: Date: 11/18/2021
N/S: Day: Thursday
E/W:

North Leg East Leg South Leg West Leg
Haven Avenue Guasti Road Haven Avenue Guasti Road
Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0121 4
0020 2
0230 5
0000 0
0000 0
0 3 7 111
North Leg East Leg South Leg West Leg
Haven Avenue Guasti Road Haven Avenue Guasti Road
Pedestrians Pedestrians Pedestrians Pedestrians
0110 2
0100 1
0000 0
0000 0
0000 0
0000 0
0000 0
0001 1
0 2 1 14
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Ontario
Haven Avenue
Guasti Road

PEDESTRIANS
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 3.1-127
4081
Location: Date: 11/18/2021
N/S: Day: Thursday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
010000000000 1
000000000000 0
010000000000 1
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
Guasti Road
TOTAL VOLUMES: