Ontario City Council
June 20, 2023

14822-03 TA Scope REV
north, Haven Avenue to the west, Ontario Ranch Road to the south, and Mill Creek Avenue to the east. Chino Avenue is also an east-west roadway that runs through the Project.

EXHIBIT 1: LOCATION MAP

PROPOSED ANALYSIS SCENARIOS
The following analysis scenarios are proposed to be evaluated in the Traffic Study:
• Existing (2022)
• Existing plus Project – Phase 1
• Existing plus Project – Project Buildout
• Opening Year Cumulative (2027) Without Project
• Opening Year Cumulative (2027) With Project – Project Buildout only • Horizon Year (2050) Without Project – will be evaluated based on both the Currently Adopted and Draft TOP Update
• Horizon Year (2050) With Project – Project Buildout only Horizon Year (2050) forecasts will be developed for both the currently adopted General Plan and based on The Ontario Plan (TOP 2050) General Plan Update (Draft). As such, there will be two Horizon Year (2050) Without Project and two Horizon Year (2050) With Project traffic conditions evaluated for the purposes of this TA.

1.1-2
1908
Mr. Jay Bautista
City of Ontario
August 19, 2022

14822-03 TA Scope REV
EXHIBIT 2: PROPOSED LAND USE PLAN

1.1-3
1909
Mr. Jay Bautista
City of Ontario
August 19, 2022

14822-03 TA Scope REV
TABLE 1: SUMMARY OF PROPOSED LAND USES
PA Land Use Quantity Unit1
1A Single Family Residential (0-5 DU/Ac) 128 DU
1B Single Family Residential (5.1-12 DU/Ac) 94 DU
Multifamily Residential (12.1-25 DU/Ac) 200 DU
1C Single Family Residential (5.1-12 DU/Ac) 231 DU
Multifamily Residential (12.1-25 DU/Ac) 800 DU
2 Open Space (Edison Easement) 20.0 AC
3 Public Park 27.0 AC
4A Light Industrial 560.617 TSF
4B Multifamily Residential (12.1-25 DU/Ac) 190 DU
4C Public Park 1.3 AC
5A Single Family Residential (5.1-12 DU/Ac) 100 DU
Multifamily Residential (12.1-25 DU/Ac) 110 DU
5B Light Industrial 512.701 TSF
5C Single Family Residential (5.1-12 DU/Ac) 100 DU
Multifamily Residential (12.1-25 DU/Ac) 250 DU
5D Multifamily Residential (12.1-25 DU/Ac) 190 DU
5E Open Space (Edison Easement) 8.3 AC
5F Open Space (Edison Easement) 8.5 AC
6A Regional Commercial/Stand Alone Residential Overlay 1,099 DU 6B Light Industrial 510.305 TSF
6C Open Space 3.7 AC
6D Regional Commercial 7.500 TSF
7A Light Industrial 1,183.525 TSF
7B Regional Commercial 300.000 TSF
8A Regional Commercial/Mixed Use Overlay 852 DU
325.000 TSF
8B Regional Commercial/Stand Alone Residential Overlay 550 DU

50.000 TSF
9A Regional Commercial/Stand Alone Residential Overlay 1,150 DU 166.182 TSF
9B Regional Commercial/Stand Alone Residential Overlay 1,150 DU

76.320 TSF
1 DU = Dwelling Units; TSF = Thousand Square Feet; AC = Acres

1.1-4
1910
Mr. Jay Bautista
City of Ontario
August 19, 2022

14822-03 TA Scope REV

EXISTING COUNT DATA
We are proposing to use new traffic counts for the study area intersections that were conducted in April and May 2022 while local schools were in session and will 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 COVID-19 pandemic.

AMBIENT GROWTH
Future year traffic forecasts will be based upon a background (ambient) growth of 2% per year, compounded annually for five years. The growth factor for Opening Year Cumulative (2027) traffic conditions will be 10.41% (or 1.025 years).

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.

CURRENTLY APPROVED LAND USES
Trip generation for the currently approved land uses are shown in Table 2 as evaluated in the Traffic Study for the Rich Haven Specific Plan PA 1 & PA 7 Amendment (dated January 22, 2021, prepared by Linscott Law & Greenspan Engineers, referred to as 2021 Traffic Study in support of the 2021 Specific Plan Amendment). The currently approved Specific Plan (2021 Specific Plan Amendment) land uses include 7,194 residential dwelling units, 990,902 square feet of commercial retail/general office use, and 1,183,525 square feet of light industrial use. The trip generation utilized for the project was obtained from the 2021 Traffic Study. As shown in Table 2, the currently approved uses generate a net total of 91,993 two-way trips per day with 6,372 AM peak hour trips and 8,772 PM peak hour trips.

1.1-5
1911
Mr. Jay Bautista
City of Ontario
August 19, 2022

14822-03 TA Scope REV
TABLE 2: CURRENTLY APPROVED TRIP GENERATION SUMMARY
Land Use Quantity Units1
In Out Total In Out Total Daily
PA 1A: Single Family Detached Residential 115 DU 21 64 85 72 42 114 1,086 PA 1B: Single Family Detached Residential 175 DU 32 98 130 109 64 173 1,652 PA 1C: Single Family Detached Residential 231 DU 31 95 126 106 62 168 1,605 PA 1C: Multifamily (Low-Rise) Residential 500 DU 59 199 258 198 116 314 4,107 PA 3: Public Park 27.0 AC 1 0 1 2 1 3 21
PA 4A: Single Family Detached Residential 154 DU 28 86 114 96 56 152 1,454 PA 4B: Single Family Detached Residential 101 DU 19 56 75 63 37 100 953 PA 4C: Single Family Detached Residential 108 DU 20 60 80 67 40 107 1,020 PA 5A: Single Family Detached Residential 109 DU 20 61 81 68 40 108 1,029 PA 5B: Single Family Detached Residential 65 DU 12 36 48 41 23 64 614 PA 5B: Multifamily (Low-Rise) Residential 100 DU 11 35 46 35 21 56 732 PA 5C: Single Family Detached Residential 332 DU 61 185 246 207 122 329 3,134 PA 5D: Single Family Detached Residential 81 DU 15 45 60 51 29 80 765 PA 5D: Multifamily (Low-Rise) Residential 280 DU 30 99 129 99 58 157 2,050 PA 6A: Single Family Detached Residential 1,089 DU 201 605 806 679 399 1,078 10,280 PA 6A: General Office 41.546 TSF 41 7 48 8 40 48 405
PA 6A: Shopping Center 41.545 TSF 24 15 39 76 82 158 1,568 PA 6B: Single Family Detached Residential 703 DU 130 390 520 438 258 696 6,636 PA 6B: General Office 19.080 TSF 19 3 22 4 18 22 186
PA 6B: Shopping Center 19.080 TSF 11 7 18 35 38 73 720
PA 7A: High-Cube Transload 591.763 TSF 53 11 64 27 47 74 1,092 PA 7A: High-Cube Fulfillment Center 295.881 TSF 270 66 336 163 258 421 2,516 PA 7A: High-Cube Cold Storage 295.881 TSF 29 9 38 13 32 45 827 PA 7B: Shopping Center 225.000 TSF 55 33 88 171 186 357 3,539 PA 7B: High Turnover Restaurant 45.000 TSF 102 84 186 113 70 183 2,103 PA 7B: Fast-Food Restaurant w/ Drive-Through 30.000 TSF 256 246 502 212 196 408 5,887 PA 8A: Single Family Detached Residential 852 DU 158 472 630 531 312 843 8,043 PA 8A: General Office 162.500 TSF 162 27 189 30 157 187 1,583 PA 8A: Shopping Center 162.500 TSF 95 58 153 297 322 619 6,134 PA 8B: Multifamily (Low-Rise) Residential 407 DU 43 144 187 144 84 228 2,979 PA 8B: General Office 61.700 TSF 62 10 72 11 60 71 601
PA 8B: Shopping Center 61.700 TSF 36 22 58 113 122 235 2,329 PA 9A: Single Family Detached Residential 1,089 DU 201 605 806 679 399 1,078 10,280 PA 9A: General Office 41.546 TSF 41 7 48 8 40 48 405
PA 9A: Shopping Center 41.545 TSF 24 15 39 76 82 158 1,568 PA 9B: Single Family Detached Residential 703 DU 130 390 520 438 258 696 6,636 PA 9B: General Office 19.080 TSF 19 3 22 4 18 22 186
PA 9B: Shopping Center 19.080 TSF 11 7 18 35 38 73 720
PA 6, PA 7, PA 8 & PA 9 Internal Capture -72 -137 -209 -182 -135 -317 -3,061 PA 6, PA 7, PA 8 & PA 9 Pass-by Reduction -159 -148 -307 -334 -323 -657 -2,391 Total Trips 2,302 4,070 6,372 5,003 3,769 8,772 91,993
Source: Traffic Impact Analysis Report Rich Haven Specific Plan PA 1 & PA 7 Amendment, LLG Engineers, January 2021. 1 DU = dwelling units; TSF = thousand square feet; AC = acres AM Peak Hour PM Peak Hour

1.1-6
1912
Mr. Jay Bautista
City of Ontario
August 19, 2022

14822-03 TA Scope REV

PROPOSED PROJECT
The trip generation rates used the proposed Project are based upon information collected by the ITE as provided in their latest Trip Generation Manual, 11th Edition, 2021 and the High Cube Warehouse Trip Generation Study (WSP, January 2019). Attachment A contains the Project’s trip generation rates and summary tables. Table A-1 in Attachment A summarizes the trip generation rates used for the proposed Project. The proposed Project trip generation summary is shown on Table A-2 in actual vehicles and on Table A-3 in PCE. A condensed summary of the Project’s trip generation is shown on Table 3 summarizing the detailed trip generation provided in Attachment A. The proposed Project is anticipated to generate a total of 95,538 two-way trips per day with 8,078 AM peak hour trips and 8,036 PM peak hour trips. Internal capture percentages have been derived from the worksheets included in Attachment A and pass-by reductions are based on the latest ITE Trip Generation Manual for each applicable retail/restaurant land use.

TABLE 3: PROJECT TRIP GENERATION SUMMARY

TRIP GENERATION COMPARISON
As shown on Table 4, the proposed Project is anticipated to generate 7,411 more two-way peak hour trips, 1,969 more AM peak hour trips, and 392 fewer PM peak hour trips as compared to the uses evaluated in the 2021 Specific Plan Amendment.

TABLE 4: TRIP GENERATION COMPARISON
Land Use In Out Total In Out Total Daily
Actual Vehicles:

Phase 1 Total Trips 1,634 2,101 3,735 2,199 1,832 4,031 47,226 Phase 2 Total Trips 2,005 2,338 4,343 2,281 1,724 4,005 48,312 Project Buildout Total Trips (Actual Vehicles) 3,639 4,439 8,078 4,480 3,556 8,036 95,538 Passenger Car Equivalent (PCE):

Phase 1 Total Trips 1,694 2,140 3,834 2,231 1,893 4,124 48,922 Phase 2 Total Trips 2,005 2,338 4,343 2,281 1,724 4,005 48,312 Project Buildout Total Trips (PCE) 3,699 4,478 8,177 4,512 3,617 8,129 97,234 1 DU = dwelling units; TSF = thousand square feet; AC = acres AM Peak Hour PM Peak Hour
Land Use In Out Total In Out Total Daily
2021 SPA Trip Generation 2,302 4,070 6,372 5,003 3,769 8,772 91,993 Proposed Project Trip Generation 3,639 4,439 8,078 4,480 3,556 8,036 95,538 Existing Uses 67 196 263 217 127 344 3,866
Variance 1,404 565 1,969 -306 -86 -392 7,411
AM Peak Hour PM Peak Hour

1.1-7
1913
Mr. Jay Bautista
City of Ontario
August 19, 2022

14822-03 TA Scope REV

TRIP DISTRIBUTION
The Project trip distribution and assignment process represents the directional orientation of traffic to and from the Project site. Trip distribution patterns have been developed for each land use component of the Specific Plan as follows:
• Exhibit 4: Project (Residential) Trip Distribution
• Exhibit 5: Project (Non-Residential) Trip Distribution • Exhibit 6: Project (4A, 5B, and 6B Industrial – Passenger Cars) Trip Distribution • Exhibit 7: Project (4A, 5B, and 6B Industrial – Trucks) Trip Distribution • Exhibit 8: Project (7A Industrial – Passenger Cars) Trip Distribution • Exhibit 9: Project (7A Industrial – Trucks) Trip Distribution The proposed residential, non-residential, and industrial trip distributions are based on select zone runs for the Project from the latest TOP traffic model. The trip distribution patterns for passenger cars and trucks for PA 7A is consistent with the 2021 Traffic Study prepared for the last Specific Plan Amendment. The non-residential land uses include the general office, shopping center, retail, and restaurant uses.

EXHIBIT 4: PROJECT (RESIDENTIAL) TRIP DISTRIBUTION

1.1-8
1914
Mr. Jay Bautista
City of Ontario
August 19, 2022

14822-03 TA Scope REV
EXHIBIT 5: PROJECT (NON-RESIDENTIAL) TRIP DISTRIBUTION
EXHIBIT 6: PROJECT (4A, 5B & 6B INDUSTRIAL – PASSENGER CARS) TRIP DISTRIBUTION

1.1-9
1915
Mr. Jay Bautista
City of Ontario
August 19, 2022

14822-03 TA Scope REV
EXHIBIT 7: PROJECT (4A, 5B & 6B INDUSTRIAL – TRUCKS) TRIP DISTRIBUTION EXHIBIT 8: PROJECT (7A INDUSTRIAL – PASSENGER CARS) TRIP DISTRIBUTION

1.1-10
1916
Mr. Jay Bautista
City of Ontario
August 19, 2022

14822-03 TA Scope REV
EXHIBIT 9: PROJECT (7A INDUSTRIAL – TRUCKS) TRIP DISTRIBUTION

INTERSECTION ANALYSIS LOCATIONS
Exhibit 10 depicts the recommended intersection analysis locations, based upon the Project trip generation and trip distribution patterns included as part of this letter. The study area intersections are consistent with the locations evaluated in the Specific Plan. Table 5 also includes a summary of the study area intersections.

1.1-11
1917
Mr. Jay Bautista
City of Ontario
August 19, 2022

14822-03 TA Scope REV
TABLE 5: INTERSECTION ANALYSIS LOCATIONS
# Intersections
1 Archibald Av. & SR-60 WB Ramps
2 Archibald Av. & SR-60 EB Ramps
3 Archibald Av. & Riverside Dr.
4 Archibald Av. & Chino Av.
5 Archibald Av. & Schaefer Av.
6 Archibald Av. & Merrill Av.
7 Turner Av. & Riverside Dr.
8 Turner Av. & Chino Av.
9 Turner Av. & Ontario Ranch Rd.
10 Haven Av. & SR-60 WB Ramps
11 Haven Av. & SR-60 EB Ramps
12 Haven Av. & Riverside Dr.
13 Haven Av. & Chino Av.
14 Haven Av. & Schaefer Av.
15 Haven Av. & Ontario Ranch Rd.
16 Twinkle Av. & Chino Av.
17 Mill Creek Av. & Riverside Dr.
18 Mill Creek Av. & Chino Av.
19 Mill Creek Av. & Ontario Ranch Rd.
20 Milliken Av. & SR-60 WB Ramps
21 Milliken Av. & SR-60 EB Ramps
22 Milliken Av. & Riverside Dr.
23 Hamner Av. & Chino Av.
24 Hamner Av. & Ontario Ranch Rd.
25 I-15 SB Ramps & Cantu Galleano Ranch Rd.
26 I-15 NB Ramps & Cantu Galleano Ranch Rd.
27 Wineville Av. & Cantu Galleano Ranch Rd.

1.1-12
1918
Mr. Jay Bautista
City of Ontario
August 19, 2022

14822-03 TA Scope REV
EXHIBIT 10: STUDY AREA

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.

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).

1.1-13
1919
Mr. Jay Bautista
City of Ontario
August 19, 2022

14822-03 TA Scope REV
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. A preliminary list of cumulative development projects is provided on Table 6 and graphically shown on Exhibit 11.

SPECIAL ISSUES
The following special issues will be addressed as part of the TA:
• The proposed reduced lanes along Chino Avenue between Haven Avenue and Mill Creek Avenue will also be evaluated as part of the Traffic Study to ensure acceptable operations.

Chino Avenue between Haven Avenue and Mill Creek Avenue is proposed to maintain the ultimate right-of-way (88-feet) but is proposed to accommodate one lane in each direction, separated by a raised median. Chino Avenue will accommodate two-lanes of travel in each direction between Mill Creek Avenue and Hamner Avenue, consistent with the standard street section.
• Assess the roadway segment capacity for Chino Avenue to determine the necessary roadway cross-section.
• The proposed roundabouts located at Twinkle Avenue (#16) and Mill Creek Avenue (#18) along Chino Avenue will also be evaluated as part of the Traffic Study based on the preliminary concept plans for both locations. Twinkle Avenue is located approximately mid-block between Haven Avenue and Mill Creek Avenue.
• A concept striping plan will be included in the traffic study to reflect the proposed single lane roundabouts and the design necessary to transition to the adjacent roadway segments.
• Traffic signal warrant analyses will be conducted for all unsignalized study area intersections for all applicable analysis scenarios.

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. Applicable signal timing for Caltrans facilities will be obtained from District 8.

If you have any questions or comments, I can be reached at [email protected].

Respectfully submitted,
URBAN CROSSROADS, INC.

Charlene So, PE
Principal

1.1-14
1920
14822-03 TA Scope REV
EXHIBIT 11: CUMULATIVE DEVELOPMENT LOCATION MAP

1.1-15
1921
14822-03 TA Scope REV
ATTACHMENT A: TRIP GENERATION TABLES

1.1-16
1922
14822-03 TA Scope REV
TABLE A-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
Industrial Park3 TSF 130 0.275 0.065 0.340 0.075 0.265 0.340 3.370 Passenger Cars 0.243 0.057 0.300 0.066 0.234 0.300 2.800 2-Axle Trucks 0.005 0.001 0.007 0.001 0.005 0.007 0.095 3-Axle Trucks 0.007 0.002 0.008 0.002 0.006 0.008 0.118 4+-Axle Trucks 0.020 0.005 0.025 0.006 0.020 0.025 0.357 High-Cube Transload Warehouse3 TSF 154 0.062 0.018 0.080 0.028 0.072 0.100 1.400 Passenger Cars 0.052 0.008 0.060 0.023 0.067 0.090 1.180 2-Axle Trucks 0.002 0.001 0.003 0.001 0.001 0.002 0.037 3-Axle Trucks 0.002 0.002 0.004 0.001 0.001 0.002 0.046 4+-Axle Trucks 0.006 0.007 0.013 0.003 0.003 0.006 0.138 High-Cube Fulfillment Center (Sort)3 TSF 155 0.705 0.165 0.870 0.468 0.732 1.200 6.440 Passenger Cars 0.695 0.155 0.850 0.458 0.722 1.180 6.250 2-Axle Trucks 0.002 0.001 0.003 0.002 0.001 0.003 0.032 3-Axle Trucks 0.002 0.002 0.004 0.002 0.002 0.004 0.039 4+-Axle Trucks 0.006 0.007 0.013 0.006 0.007 0.013 0.119 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 1.370 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 0.407 High-Cube Fulfillment Center Warehouse4 TSF -- 0.094 0.028 0.122 0.046 0.119 0.165 2.129 Passenger Cars 0.079 0.024 0.103 0.040 0.104 0.144 1.750 2-4 Axle Trucks 0.006 0.002 0.008 0.003 0.008 0.011 0.162 5+-Axle Trucks 0.008 0.003 0.011 0.003 0.007 0.010 0.217 Single Family Detached Residential DU 210 0.18 0.52 0.70 0.59 0.35 0.94 9.43 Multifamily (Low-Rise) Housing DU 220 0.10 0.30 0.40 0.32 0.19 0.51 6.74 Public Park AC 411 0.01 0.01 0.02 0.06 0.05 0.11 0.78
General Office TSF 710 1.34 0.18 1.52 0.24 1.20 1.44 10.84 Shopping Center (>150,000 SF) TSF 820 0.52 0.32 0.84 1.63 1.77 3.40 37.01 Shopping Center (40,000-150,000 SF) TSF 821 1.07 0.66 1.73 2.54 2.65 5.19 67.52 Strip Retail (<40,000 SF) TSF 822 1.42 0.94 2.36 3.30 3.29 6.59 54.45 High Turnover Restaurant TSF 932 5.26 4.31 9.57 5.52 3.53 9.05 107.20 Fast-Food Restaurant With Drive-Thru Window TSF 934 22.75 21.86 44.61 17.18 15.85 33.03 467.48 Gas Station (4,000-5,500 SF Convenience) VFP 945 13.52 13.52 27.04 11.38 11.38 22.76 257.13 1 Trip Generation & Vehicle Mix Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021). 2 TSF = thousand square feet; DU = Dwelling Units; AC = Acres; VFP = Vehicle Fueling Position 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 Vehicle Mix Source: High Cube Warehouse Trip Generation Study, WSP, January 29, 2019.

Inbound and outbound split source: ITE Trip Generation Manual, Eleventh Edition (2021) for ITE Land Use Code 154.

Daily

1.1-17
1923
14822-03 TA Scope REV
TABLE A-2: PROJECT TRIP GENERATION SUMMARY (ACTUAL VEHICLES) Land Use Quantity Units1
In Out Total In Out Total Daily
Existing Uses:

PA 5A: Multifamily (Low-Rise) Residential 106 DU 19 55 74 63 37 100 1,000 PA 5C: Single Family Detached Residential 58 DU 11 30 41 34 20 54 548 PA 6A: Single Family Detached Residential 70 DU 13 36 49 41 24 65 660 PA 6A: Multifamily (Low-Rise) Residential 246 DU 24 75 99 79 46 125 1,658 PA 5A, 5C, & 6A Subtotal 67 196 263 217 127 344 3,866
Phase 1:

PA 4A, 5B, 6B: Business Park (20%) 316.725 TSF
Passenger Cars 77 18 95 21 74 95 888
Trucks 10 2 12 3 10 13 182
PA 4A, 5B, 6B: High-Cube Cold Storage (10%) 158.362 TSF Passenger Cars 10 3 13 4 10 14 218
Trucks 1 3 4 2 2 4 120
PA 4A, 5B, 6B: High-Cube Fulfillment (70%) 1,108.536 TSF Passenger Cars 88 26 114 45 115 160 1,940
Trucks 16 5 21 7 17 24 420
Internal Capture (1% AM, 2% PM/Daily) -2 0 -2 -1 -4 -5 -62 PA 4B: Multifamily (Low-Rise) Residential 190 DU 18 58 76 61 36 97 1,282 PA 4C: Public Park 1.3 AC 0 0 0 0 0 0 2
PA 5A: Single Family Detached Residential 100 DU 18 52 70 59 35 94 944 PA 5A: Multifamily (Low-Rise) Residential 4 DU 0 1 1 1 1 2 28 PA 5C: Single Family Detached Residential 42 DU 8 22 30 25 15 40 396 PA 5C: Multifamily (Low-Rise) Residential 250 DU 24 76 100 80 47 127 1,686 PA 5D: Multifamily (Low-Rise) Residential 190 DU 18 58 76 61 36 97 1,282 PA 6A: Single Family Detached Residential 230 DU 42 119 161 136 80 216 2,170 PA 6A: Multifamily (Low-Rise) Residential 553 DU 53 168 221 178 104 282 3,728 Internal Capture (4% AM, 12% PM/Daily) -7 -22 -29 -72 -42 -114 -1,382 PA 6D: Strip Retail 7.500 TSF 11 7 18 25 25 50 408
Internal Capture (3% AM, 19% PM/Daily) 0 0 0 -5 -5 -10 -78 PA 6D: Gas Station 16 VFP 216 216 432 182 182 364 4,114 Internal Capture (3% AM, 19% PM/Daily) -6 -6 -12 -35 -35 -70 -782 Pass-by (76% AM, 75% PM/Daily) -160 -160 -320 -110 -110 -220 -2,500 PA 4, 5, & 6 Subtotal 435 646 1,081 667 593 1,260 15,004 PA 7A: High-Cube Transload (50%) 591.763 TSF
Passenger Cars 31 5 36 14 40 54 698
Trucks 6 6 12 3 3 6 130
PA 7A: High-Cube Fulfillment Center (25%) 295.881 TSF
Passenger Cars 206 46 252 136 214 350 1,850
Trucks 3 3 6 3 3 6 56
PA 7A: High-Cube Cold Storage (25%) 295.881 TSF
Passenger Cars 18 5 23 7 19 26 406
Trucks 3 6 9 4 4 8 222
Internal Capture (1% AM, 2% PM/Daily) -3 -1 -4 -3 -5 -8 -60 PA 7 Subtotal 264 70 334 164 278 442 3,302
PA 8A: Single Family Detached Residential 300 DU 55 155 210 178 104 282 2,829 PA 8A: Multifamily (Low-Rise) Residential 552 DU 53 168 221 177 104 281 3,720 PA 8B: Multifamily (Low-Rise) Residential 550 DU 53 167 220 177 104 281 3,707 Internal Capture (4% AM, 12% PM/Daily) -6 -20 -26 -64 -37 -101 -1,232 PA 8B: Shopping Center (75%) 37.500 TSF 40 25 65 95 99 194 2,532 Internal Capture (3% AM, 19% PM/Daily) -1 -1 -2 -18 -19 -37 -482 Pass-by (40% PM/Daily) 0 0 0 -32 -32 -64 -820
PA 8B: High Turnover Restaurant (15%) 7.500 TSF 39 32 71 41 26 67 804 Internal Capture (8% AM, 17% PM/Daily) -3 -3 -6 -7 -4 -11 -130 Pass-by (43% PM/Daily) 0 0 0 -9 -9 -18 -290
PA 8B: Fast-Food Restaurant w/ Drive-Through (10%) 5.000 TSF 114 109 223 86 79 165 2,338 Internal Capture (8% AM, 17% PM/Daily) -9 -9 -18 -15 -13 -28 -374 Pass-by (50% AM, 55% PM/Daily) -50 -50 -100 -34 -34 -68 -1,022 PA 8B: Gas Station 16 VFP 216 216 432 182 182 364 4,114 Internal Capture (3% AM, 19% PM/Daily) -6 -6 -12 -35 -35 -70 -782 Pass-by (76% AM, 75% PM/Daily) -160 -160 -320 -110 -110 -220 -2,500 PA 8 Subtotal 335 623 958 612 405 1,017 12,412
AM Peak Hour PM Peak Hour

1.1-18
1924
14822-03 TA Scope REV
Land Use Quantity Units1
In Out Total In Out Total Daily
PA 9A: Single Family Detached Residential 150 DU 27 78 105 89 52 141 1,416 PA 9A: Multifamily (Low-Rise) Residential 1,000 DU 96 304 400 321 189 510 6,740 Internal Capture (4% AM, 12% PM/Daily) -5 -15 -20 -49 -29 -78 -980 PA 9A: Shopping Center (75%) 124.637 TSF 134 82 216 317 330 647 8,416 Internal Capture (3% AM, 19% PM/Daily) -4 -2 -6 -60 -63 -123 -1,600 Pass-by (40% PM/Daily) 0 0 0 -107 -107 -214 -2,726
PA 9A: High Turnover Restaurant (15%) 24.927 TSF 131 107 238 138 88 226 2,672 Internal Capture (8% AM, 17% PM/Daily) -10 -9 -19 -23 -15 -38 -428 Pass-by (43% PM/Daily) 0 0 0 -31 -31 -62 -966
PA 9A: Fast-Food Restaurant w/ Drive-Through (10%) 16.618 TSF 378 363 741 285 263 548 7,770 Internal Capture (8% AM, 17% PM/Daily) -30 -29 -59 -48 -45 -93 -1,244 Pass-by (50% AM, 55% PM/Daily) -167 -167 -334 -113 -113 -226 -3,394 PA 9A: Gas Station 16 VFP 216 216 432 182 182 364 4,114 Internal Capture (3% AM, 19% PM/Daily) -6 -6 -12 -35 -35 -70 -782 Pass-by (76% AM, 75% PM/Daily) -160 -160 -320 -110 -110 -220 -2,500 PA 9 Subtotal 600 762 1,362 756 556 1,312 16,508
Phase 1 Total (Actual Vehicles) 1,634 2,101 3,735 2,199 1,832 4,031 47,226 Phase 2:

PA 1A: Single Family Detached Residential 128 DU 23 66 89 76 45 121 1,208 PA 1B: Single Family Detached Residential 94 DU 17 49 66 56 33 89 886 PA 1B: Multifamily (Low-Rise) Residential 200 DU 19 61 80 64 38 102 1,348 PA 1C: Single Family Detached Residential 231 DU 42 120 162 137 80 217 2,178 PA 1C: Multifamily (Low-Rise) Residential 800 DU 77 243 320 257 151 408 5,392 Internal Capture (4% AM, 12% PM/Daily) -7 -22 -29 -71 -42 -113 -1,322 PA 1 Subtotal 171 517 688 519 305 824 9,690
PA 3: Public Park 27.0 AC 0 0 0 2 1 3 22
PA 3 Subtotal 0 0 0 2 1 3 22
PA 7B: Shopping Center (75%) 225.000 TSF 117 72 189 367 398 765 8,328 Internal Capture (3% AM, 19% PM/Daily) -4 -2 -6 -70 -76 -146 -1,582 Pass-by (40% PM/Daily) 0 0 0 -129 -129 -258 -2,698
PA 7B: High Turnover Restaurant (15%) 45.000 TSF 237 194 431 248 159 407 4,824 Internal Capture (8% AM, 17% PM/Daily) -19 -16 -35 -42 -27 -69 -772 Pass-by (43% PM/Daily) 0 0 0 -57 -57 -114 -1,742
PA 7B: Fast-Food Restaurant w/ Drive-Through (10%) 30.000 TSF 683 656 1,339 515 476 991 14,024 Internal Capture (8% AM, 17% PM/Daily) -55 -52 -107 -88 -81 -169 -2,244 Pass-by (50% AM, 55% PM/Daily) -302 -302 -604 -205 -205 -410 -6,126 PA 7B: Gas Station 16 VFP 216 216 432 182 182 364 4,114 Internal Capture (3% AM, 19% PM/Daily) -6 -6 -12 -35 -35 -70 -782 Pass-by (76% AM, 75% PM/Daily) -160 -160 -320 -110 -110 -220 -2,500 PA 7 Subtotal 707 600 1,307 576 495 1,071 12,844
PA 8A: Shopping Center (75%) 243.750 TSF 127 78 205 398 431 829 9,022 Internal Capture (3% AM, 19% PM/Daily) -4 -2 -6 -76 -82 -158 -1,714 Pass-by (40% PM/Daily) 0 0 0 -140 -140 -280 -2,924
PA 8A: High Turnover Restaurant (15%) 48.750 TSF 257 210 467 269 172 441 5,226 Internal Capture (8% AM, 17% PM/Daily) -21 -17 -38 -46 -29 -75 -836 Pass-by (43% PM/Daily) 0 0 0 -61 -61 -122 -1,888
PA 8A: Fast-Food Restaurant w/ Drive-Through (10%) 32.500 TSF 739 710 1,449 558 515 1,073 15,194 Internal Capture (8% AM, 17% PM/Daily) -59 -57 -116 -95 -88 -183 -2,432 Pass-by (50% AM, 55% PM/Daily) -327 -327 -654 -222 -222 -444 -6,636 PA 8A: Gas Station 16 VFP 216 216 432 182 182 364 4,114 Internal Capture (3% AM, 19% PM/Daily) -6 -6 -12 -35 -35 -70 -782 Pass-by (76% AM, 75% PM/Daily) -160 -160 -320 -110 -110 -220 -2,500 PA 8 Subtotal 762 645 1,407 622 533 1,155 13,844
PA 9B: Single Family Detached Residential 150 DU 27 78 105 89 52 141 1,416 PA 9B: Multifamily (Low-Rise) Residential 1,000 DU 96 304 400 321 189 510 6,740 Internal Capture (4% AM, 12% PM/Daily) -5 -15 -20 -49 -29 -78 -980 PA 6B/9B: Shopping Center (75%) 57.240 TSF 61 38 99 146 152 298 3,865 Internal Capture (3% AM, 19% PM/Daily) -2 -1 -3 -28 -29 -57 -734 Pass-by (40% PM/Daily) 0 0 0 -49 -49 -98 -1,252
PA 6B/9B: High Turnover Restaurant (15%) 11.448 TSF 60 49 109 63 40 103 1,227 Internal Capture (8% AM, 17% PM/Daily) -5 -4 -9 -11 -7 -18 -196 Pass-by (43% PM/Daily) 0 0 0 -14 -14 -28 -444
PA 6B/9B: Fast-Food Restaurant w/ Drive-Through (10%) 7.632 TSF 174 167 341 131 121 252 3,568 Internal Capture (8% AM, 17% PM/Daily) -14 -13 -27 -22 -21 -43 -572 Pass-by (50% AM, 55% PM/Daily) -77 -77 -154 -52 -52 -104 -1,558 PA 6B/9B: Gas Station 16 VFP 216 216 432 182 182 364 4,114 Internal Capture (3% AM, 19% PM/Daily) -6 -6 -12 -35 -35 -70 -782 Pass-by (76% AM, 75% PM/Daily) -160 -160 -320 -110 -110 -220 -2,500 PA 6B & 9 Subtotal 365 576 941 562 390 952 11,912
Phase 2 Total Trips 2,005 2,338 4,343 2,281 1,724 4,005 48,312 Project Buildout Total Trips (Actual Vehicles) 3,639 4,439 8,078 4,480 3,556 8,036 95,538 1 DU = dwelling units; TSF = thousand square feet; AC = acres AM Peak Hour PM Peak Hour

1.1-19
1925
14822-03 TA Scope REV
TABLE A-3: PROJECT TRIP GENERATION SUMMARY (PCE)
Land Use Quantity Units1In Out Total In Out Total Daily Existing Uses:

PA 5A: Multifamily (Low-Rise) Residential 106 DU 19 55 74 63 37 100 1,000 PA 5C: Single Family Detached Residential 58 DU 11 30 41 34 20 54 548 PA 6A: Single Family Detached Residential 70 DU 13 36 49 41 24 65 660 PA 6A: Multifamily (Low-Rise) Residential 246 DU 24 75 99 79 46 125 1,658 PA 5A, 5C, & 6A Subtotal 67 196 263 217 127 344 3,866
Phase 1:

PA 4A, 5B, 6B: Business Park (20%) 316.725 TSF
Passenger Cars 77 18 95 21 74 95 888
Trucks (PCE) 26 6 32 7 25 32 460
PA 4A, 5B, 6B: High-Cube Cold Storage (10%) 158.362 TSF Passenger Cars 10 3 13 4 10 14 218
Trucks (PCE) 3 8 11 6 6 12 282
PA 4A, 5B, 6B: High-Cube Fulfillment (70%) 1,108.536 TSF Passenger Cars 88 26 114 45 115 160 1,940
Trucks (PCE) 42 12 54 16 42 58 1,082
Internal Capture (1% AM, 2% PM/Daily) -2 0 -2 -1 -4 -5 -62 PA 4B: Multifamily (Low-Rise) Residential 190 DU 18 58 76 61 36 97 1,282 PA 4C: Public Park 1.3 AC 0 0 0 0 0 0 2
PA 5A: Single Family Detached Residential 100 DU 18 52 70 59 35 94 944 PA 5A: Multifamily (Low-Rise) Residential 4 DU 0 1 1 1 1 2 28 PA 5C: Single Family Detached Residential 42 DU 8 22 30 25 15 40 396 PA 5C: Multifamily (Low-Rise) Residential 250 DU 24 76 100 80 47 127 1,686 PA 5D: Multifamily (Low-Rise) Residential 190 DU 18 58 76 61 36 97 1,282 PA 6A: Single Family Detached Residential 230 DU 42 119 161 136 80 216 2,170 PA 6A: Multifamily (Low-Rise) Residential 553 DU 53 168 221 178 104 282 3,728 Internal Capture (4% AM, 12% PM/Daily) -7 -22 -29 -72 -42 -114 -1,382 PA 6D: Strip Retail 7.500 TSF 11 7 18 25 25 50 408
Internal Capture (3% AM, 19% PM/Daily) 0 0 0 -5 -5 -10 -78 PA 6D: Gas Station 16 VFP 216 216 432 182 182 364 4,114 Internal Capture (3% AM, 19% PM/Daily) -6 -6 -12 -35 -35 -70 -782 Pass-by (76% AM, 75% PM/Daily) -160 -160 -320 -110 -110 -220 -2,500 PA 4, 5, & 6 Subtotal 479 662 1,141 684 637 1,321 16,106 PA 7A: High-Cube Transload (50%) 591.763 TSF
Passenger Cars 31 5 36 14 40 54 698
Trucks (PCE) 15 15 30 7 8 15 332
PA 7A: High-Cube Fulfillment Center (25%) 295.881 TSF
Passenger Cars 206 46 252 136 214 350 1,850
Trucks (PCE) 7 8 15 7 8 15 144
PA 7A: High-Cube Cold Storage (25%) 295.881 TSF
Passenger Cars 18 5 23 7 19 26 406
Trucks (PCE) 6 15 21 11 11 22 526
Internal Capture (1% AM, 2% PM/Daily) -3 -1 -4 -3 -5 -8 -60 PA 7 Subtotal 280 93 373 179 295 474 3,896
PA 8A: Single Family Detached Residential 300 DU 55 155 210 178 104 282 2,829 PA 8A: Multifamily (Low-Rise) Residential 552 DU 53 168 221 177 104 281 3,720 PA 8B: Multifamily (Low-Rise) Residential 550 DU 53 167 220 177 104 281 3,707 Internal Capture (4% AM, 12% PM/Daily) -6 -20 -26 -64 -37 -101 -1,232 PA 8B: Shopping Center (75%) 37.500 TSF 40 25 65 95 99 194 2,532 Internal Capture (3% AM, 19% PM/Daily) -1 -1 -2 -18 -19 -37 -482 Pass-by (40% PM/Daily) 0 0 0 -32 -32 -64 -820
PA 8B: High Turnover Restaurant (15%) 7.500 TSF 39 32 71 41 26 67 804 Internal Capture (8% AM, 17% PM/Daily) -3 -3 -6 -7 -4 -11 -130 Pass-by (43% PM/Daily) 0 0 0 -9 -9 -18 -290
PA 8B: Fast-Food Restaurant w/ Drive-Through (10% 5.000 TSF 114 109 223 86 79 165 2,338 Internal Capture (8% AM, 17% PM/Daily) -9 -9 -18 -15 -13 -28 -374 Pass-by (50% AM, 55% PM/Daily) -50 -50 -100 -34 -34 -68 -1,022 PA 8B: Gas Station 16 VFP 216 216 432 182 182 364 4,114 Internal Capture (3% AM, 19% PM/Daily) -6 -6 -12 -35 -35 -70 -782 Pass-by (76% AM, 75% PM/Daily) -160 -160 -320 -110 -110 -220 -2,500 PA 8 Subtotal 335 623 958 612 405 1,017 12,412
AM Peak Hour PM Peak Hour

1.1-20
1926
14822-03 TA Scope REV
Land Use Quantity Units1
In Out Total In Out Total Daily
PA 9A: Single Family Detached Residential 150 DU 27 78 105 89 52 141 1,416 PA 9A: Multifamily (Low-Rise) Residential 1,000 DU 96 304 400 321 189 510 6,740 Internal Capture (4% AM, 12% PM/Daily) -5 -15 -20 -49 -29 -78 -980 PA 9A: Shopping Center 124.637 TSF 134 82 216 317 330 647 8,416 Internal Capture (3% AM, 19% PM/Daily) -4 -2 -6 -60 -63 -123 -1,600 Pass-by (40% PM/Daily) 0 0 0 -107 -107 -214 -2,726
PA 9A: High Turnover Restaurant (15%) 24.927 TSF 131 107 238 138 88 226 2,672 Internal Capture (8% AM, 17% PM/Daily) -10 -9 -19 -23 -15 -38 -428 Pass-by (43% PM/Daily) 0 0 0 -31 -31 -62 -966
PA 9A: Fast-Food Restaurant w/ Drive-Through (10% 16.618 TSF 378 363 741 285 263 548 7,770 Internal Capture (8% AM, 17% PM/Daily) -30 -29 -59 -48 -45 -93 -1,244 Pass-by (50% AM, 55% PM/Daily) -167 -167 -334 -113 -113 -226 -3,394 PA 9A: Gas Station 16 VFP 216 216 432 182 182 364 4,114 Internal Capture (3% AM, 19% PM/Daily) -6 -6 -12 -35 -35 -70 -782 Pass-by (76% AM, 75% PM/Daily) -160 -160 -320 -110 -110 -220 -2,500 PA 9 Subtotal 600 762 1,362 756 556 1,312 16,508
Phase 1 Total (PCE) 1,694 2,140 3,834 2,231 1,893 4,124 48,922 Phase 2:

PA 1A: Single Family Detached Residential 128 DU 23 66 89 76 45 121 1,208 PA 1B: Single Family Detached Residential 94 DU 17 49 66 56 33 89 886 PA 1B: Multifamily (Low-Rise) Residential 200 DU 19 61 80 64 38 102 1,348 PA 1C: Single Family Detached Residential 231 DU 42 120 162 137 80 217 2,178 PA 1C: Multifamily (Low-Rise) Residential 800 DU 77 243 320 257 151 408 5,392 Internal Capture (4% AM, 12% PM/Daily) -7 -22 -29 -71 -42 -113 -1,322 PA 1 Subtotal 171 517 688 519 305 824 9,690
PA 3: Public Park 27.0 AC 0 0 0 2 1 3 22
PA 3 Subtotal 0 0 0 2 1 3 22
PA 7B: Shopping Center 225.000 TSF 117 72 189 367 398 765 8,328 Internal Capture (3% AM, 19% PM/Daily) -4 -2 -6 -70 -76 -146 -1,582 Pass-by (40% PM/Daily) 0 0 0 -129 -129 -258 -2,698
PA 7B: High Turnover Restaurant 45.000 TSF 237 194 431 248 159 407 4,824 Internal Capture (8% AM, 17% PM/Daily) -19 -16 -35 -42 -27 -69 -772 Pass-by (43% PM/Daily) 0 0 0 -57 -57 -114 -1,742
PA 7B: Fast-Food Restaurant w/ Drive-Through 30.000 TSF 683 656 1,339 515 476 991 14,024 Internal Capture (8% AM, 17% PM/Daily) -55 -52 -107 -88 -81 -169 -2,244 Pass-by (50% AM, 55% PM/Daily) -302 -302 -604 -205 -205 -410 -6,126 PA 7B: Gas Station 16 VFP 216 216 432 182 182 364 4,114 Internal Capture (3% AM, 19% PM/Daily) -6 -6 -12 -35 -35 -70 -782 Pass-by (76% AM, 75% PM/Daily) -160 -160 -320 -110 -110 -220 -2,500 PA 7 Subtotal 707 600 1,307 576 495 1,071 12,844
PA 8A: Shopping Center (75%) 243.750 TSF 127 78 205 398 431 829 9,022 Internal Capture (3% AM, 19% PM/Daily) -4 -2 -6 -76 -82 -158 -1,714 Pass-by (40% PM/Daily) 0 0 0 -140 -140 -280 -2,924
PA 8A: High Turnover Restaurant (15%) 48.750 TSF 257 210 467 269 172 441 5,226 Internal Capture (8% AM, 17% PM/Daily) -21 -17 -38 -46 -29 -75 -836 Pass-by (43% PM/Daily) 0 0 0 -61 -61 -122 -1,888
PA 8A: Fast-Food Restaurant w/ Drive-Through (10% 32.500 TSF 739 710 1,449 558 515 1,073 15,194 Internal Capture (8% AM, 17% PM/Daily) -59 -57 -116 -95 -88 -183 -2,432 Pass-by (50% AM, 55% PM/Daily) -327 -327 -654 -222 -222 -444 -6,636 PA 8A: Gas Station 16 VFP 216 216 432 182 182 364 4,114 Internal Capture (3% AM, 19% PM/Daily) -6 -6 -12 -35 -35 -70 -782 Pass-by (76% AM, 75% PM/Daily) -160 -160 -320 -110 -110 -220 -2,500 PA 8 Subtotal 762 645 1,407 622 533 1,155 13,844
PA 9B: Single Family Detached Residential 150 DU 27 78 105 89 52 141 1,416 PA 9B: Multifamily (Low-Rise) Residential 1,000 DU 96 304 400 321 189 510 6,740 Internal Capture (4% AM, 12% PM/Daily) -5 -15 -20 -49 -29 -78 -980 PA 6B/9B: Shopping Center (75%) 57.240 TSF 61 38 99 146 152 298 3,865 Internal Capture (3% AM, 19% PM/Daily) -2 -1 -3 -28 -29 -57 -734 Pass-by (40% PM/Daily) 0 0 0 -49 -49 -98 -1,252
PA 6B/9B: High Turnover Restaurant (15%) 11.448 TSF 60 49 109 63 40 103 1,227 Internal Capture (8% AM, 17% PM/Daily) -5 -4 -9 -11 -7 -18 -196 Pass-by (43% PM/Daily) 0 0 0 -14 -14 -28 -444
PA 6B/9B: Fast-Food Restaurant w/ Drive-Through ( 7.632 TSF 174 167 341 131 121 252 3,568 Internal Capture (8% AM, 17% PM/Daily) -14 -13 -27 -22 -21 -43 -572 Pass-by (50% AM, 55% PM/Daily) -77 -77 -154 -52 -52 -104 -1,558 PA 6B/9B: Gas Station 16 VFP 216 216 432 182 182 364 4,114 Internal Capture (3% AM, 19% PM/Daily) -6 -6 -12 -35 -35 -70 -782 Pass-by (76% AM, 75% PM/Daily) -160 -160 -320 -110 -110 -220 -2,500 PA 6B & 9 Subtotal 365 576 941 562 390 952 11,912
Phase 2 Total Trips 2,005 2,338 4,343 2,281 1,724 4,005 48,312 Project Buildout Total Trips (PCE) 3,699 4,478 8,177 4,512 3,617 8,129 97,234 1 DU = dwelling units; TSF = thousand square feet; AC = acres AM Peak Hour PM Peak Hour

1.1-21
1927
Project Name: Organization:

Project Location: Performed By:

Scenario Description: Date:

Analysis Year: Checked By:

Analysis Period: Date:

ITE LUCs1 Quantity Units Total Entering Exiting
Office 533 430 103
Retail 3,384 1,786 1,598
Restaurant 5,843 3,037 2,806
Cinema/Entertainment 0
Residential 3,113 766 2,347
Hotel 0
All Other Land Uses2 0
12,873 6,019 6,854
Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
All Other Land Uses2
Office Retail Restaurant Residential Hotel
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
Office Retail Restaurant Residential Hotel
Office 29 65 0 0
Retail 17 208 15 0
Restaurant 60 143 38 0
Cinema/Entertainment 0 0 0 0 0
Residential 13 23 469 0
Hotel 0 0 0 0
Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 12,873 6,019 6,854 Office 21% 91%
Internal Capture Percentage 17% 18% 16% Retail 11% 15%
Restaurant 24% 9%
External Vehicle-Trips5 10,713 4,939 5,774 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential 7% 22%
External Non-Motorized Trips6 0 0 0 Hotel N/A N/A
NCHRP 684 Internal Trip Capture Estimation Tool
Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) 0 0
Cinema/Entertainment
Development Data (For Information Only )
0 0
0 Estimated Vehicle-Trips3
Land Use
Rich Haven
Table 2-A: Mode Split and Vehicle Occupancy Estimates
Table 4-A: Internal Person-Trip Origin-Destination Matrix* Destination (To) Origin (From)
Origin (From) Destination (To)
Cinema/Entertainment
Land Use Entering Trips Exiting Trips
Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance) Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use 2 Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 5 Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A. 1 Land Use Codes (LUCs) from Trip Generation Manual , published by the Institute of Transportation Engineers. 6 Person-Trips
*Indicates computation that has been rounded to the nearest whole number. 3 Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ). 4 Enter vehicle occupancy assumed in Table 1-A vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be made to Tables 5-A, 9-A (O and D). Enter transit, non-motorized percentages that will result with proposed mixed-use project complete.

City of Ontario
AM Street Peak Hour
Urban Crossroads, Inc.

CS
Project Buildout 7/27/2022

1.1-22
1928
Project Name: Organization:

Project Location: Performed By:

Scenario Description: Date:

Analysis Year: Checked By:

Analysis Period: Date:

ITE LUCs1 Quantity Units Total Entering Exiting
Office 749 277 472
Retail 4,967 2,440 2,527
Restaurant 4,616 2,521 2,095
Cinema/Entertainment 0
Residential 4,038 2,543 1,495
Hotel 0
All Other Land Uses2 0
14,370 7,781 6,589
Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
All Other Land Uses2
Office Retail Restaurant Residential Hotel
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
Office Retail Restaurant Residential Hotel
Office 94 19 9 0
Retail 51 731 657 0
Restaurant 63 859 377 0
Cinema/Entertainment 0 0 0 0 0
Residential 60 244 314 0
Hotel 0 0 0 0
Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 14,370 7,781 6,589 Office 63% 26%
Internal Capture Percentage 48% 45% 53% Retail 49% 57%
Restaurant 42% 62%
External Vehicle-Trips5 7,414 4,303 3,111 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential 41% 41%
External Non-Motorized Trips6 0 0 0 Hotel N/A N/A
*Indicates computation that has been rounded to the nearest whole number.

Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 Project Buildout 7/27/2022
PM Street Peak Hour
Table 1-P: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Land Use Development Data (For Information Only ) Estimated Vehicle-Trips3 Table 2-P: Mode Split and Vehicle Occupancy Estimates
Land Use Entering Trips Exiting Trips
NCHRP 684 Internal Trip Capture Estimation Tool
Rich Haven Urban Crossroads, Inc.

City of Ontario CS
Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance) Origin (From) Destination (To)
Cinema/Entertainment
Table 4-P: Internal Person-Trip Origin-Destination Matrix* Origin (From) Destination (To)
Cinema/Entertainment
0 0
0 0
0 Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use 4 Enter vehicle occupancy assumed in Table 1-P vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be 6 Person-Trips
1 Land Use Codes (LUCs) from Trip Generation Manual , published by the Institute of Transportation Engineers. 2 Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 3 Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ). 5 Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P.

1.1-23
1929
Rich Haven Specific Plan Traffic Analysis
14822-03 TA Report
This Page Intentionally Left Blank
1930
Rich Haven Specific Plan Traffic Analysis
14822-03 TA Report
APPENDIX 3.1: TRAFFIC COUNTS – 2022
1931
Rich Haven Specific Plan Traffic Analysis
14822-03 TA Report
This Page Intentionally Left Blank
1932
T42321
DATE: LOCATION: PROJECT #: SC3380
Wed, Apr 13, 22 NORTH & SOUTH: LOCATION #: 11
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 2 3 X X 4 1 X X X 1.3 0.3 1.3 0 0 0 0 X 0 X 0
7:00 AM 173 149 0 0 68 14 0 0 0 66 3 80 553 0 0 0 0 0 0 2 0 43 7:15 AM 179 171 0 0 60 33 0 0 0 69 3 69 584 0 0 0 0 0 0 11 0 37 7:30 AM 211 208 0 0 73 17 0 0 0 73 3 98 683 0 0 0 0 0 0 7 0 40 7:45 AM 156 238 0 0 97 24 0 0 0 64 1 116 696 0 0 0 0 0 0 9 0 54 8:00 AM 173 222 0 0 98 21 0 0 0 64 0 102 680 0 0 0 0 0 0 6 0 41 8:15 AM 154 183 0 0 79 22 0 0 0 58 2 72 570 0 0 0 0 0 0 12 0 38 8:30 AM 164 144 0 0 83 32 0 0 0 46 1 63 533 0 0 0 0 0 0 12 0 35 8:45 AM 160 204 0 0 73 23 0 0 0 46 1 64 571 0 0 0 0 0 0 10 0 27 VOLUMES 1,370 1,519 0 0 631 186 0 0 0 486 14 664 4,870 0 0 0 0 0 0 69 0 315 APPROACH % 47% 53% 0% 0% 77% 23% 0% 0% 0% 42% 1% 57%
APP/DEPART 2,889 / 2,183 817 / 1,117 0 / 0 1,164 / 1,570 0

BEGIN PEAK HR
VOLUMES 719 839 0 0 328 95 0 0 0 270 7 385 2,643 0 33 0 172 APPROACH % 46% 54% 0% 0% 78% 22% 0% 0% 0% 41% 1% 58%
PEAK HR FACTOR 0.930 0.874 0.000 0.914 0.949
APP/DEPART 1,558 / 1,224 423 / 598 0 / 0 662 / 821 0
4:00 PM 130 106 0 0 247 62 0 0 0 62 2 27 636 0 0 0 0 0 0 18 0 11 4:15 PM 117 121 0 0 200 47 0 0 0 72 0 51 608 0 0 0 0 0 0 16 0 29 4:30 PM 112 93 0 0 281 81 0 0 0 83 0 30 680 0 0 0 0 0 0 32 0 23 4:45 PM 116 84 0 0 271 52 0 0 0 70 0 43 636 0 0 0 0 0 0 20 0 29 5:00 PM 118 105 0 0 278 82 0 0 0 61 0 36 680 0 0 0 0 0 0 29 0 27 5:15 PM 115 99 0 0 261 51 0 0 0 102 1 42 671 1 0 0 0 1 0 17 0 27 5:30 PM 121 82 0 0 219 78 0 0 0 88 3 44 635 0 0 0 0 0 0 32 0 28 5:45 PM 104 113 0 0 195 33 0 0 0 65 2 47 559 0 0 0 0 0 0 17 0 26 VOLUMES 933 803 0 0 1,952 486 0 0 0 603 8 320 5,105 1 0 0 0 1 0 181 0 200 APPROACH % 54% 46% 0% 0% 80% 20% 0% 0% 0% 65% 1% 34%
APP/DEPART 1,736 / 1,123 2,438 / 2,556 0 / 0 931 / 1,426 0

BEGIN PEAK HR
VOLUMES 461 381 0 0 1,091 266 0 0 0 316 1 151 2,667 0 98 0 106 APPROACH % 55% 45% 0% 0% 80% 20% 0% 0% 0% 68% 0% 32%
PEAK HR FACTOR 0.944 0.937 0.000 0.807 0.981
APP/DEPART 842 / 532 1,357 / 1,408 0 / 0 468 / 727 0
Archibale

NORTH SIDE
SR-60 WB Ramps WEST SIDE EAST SIDE SR-60 WB Ramps

SOUTH SIDE
Archibale

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 2 0 0 0 2 1 0 0 0 1 1 0 0 0 1
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
8:30 AM 2 1 0 2 5 1 1 0 2 4 1 0 0 0 1
8:45 AM 1 1 1 1 4 0 1 1 1 3 1 0 0 0 1
TOTAL 5 4 1 3 13 2 3 1 3 9 3 1 0 0 4
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 1 2 0 0 3 0 1 0 0 1 1 1 0 0 2
4:45 PM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1
5:00 PM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2
5:15 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1
5:30 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1
5:45 PM 2 0 0 0 2 1 0 0 0 1 1 0 0 0 1
TOTAL 4 6 0 0 10 1 1 0 0 2 3 5 0 0 8

BICYCLE CROSSINGS AM PM AM
7:15 AM PM
4:30 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
RTOR

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Ontario
Archibale
SR-60 WB Ramps

U-TURNS
Archibale Archibale SR-60 WB Ramps SR-60 WB Ramps Add U-Turns to Left Turns

3.1-1
1933
3,255 672 2,583 0 TOTAL 3,306
2,438 486 1,952 0 PM 1,123
817 186 631 0 AM 2,183 1,164 931 2,095 2,996 1,426 1,570 664 320 984 14 8 22 TOTAL PMAM486 603 1,089 0 0 0 AMPM TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 1,117 AM 1,370 1,519 0 2,889
2,556 PM 933 803 0 1,736
3,673 TOTAL 2,303 2,322 0 4,625
1,780 361 1,419 0 TOTAL 1,756
1,357 266 1,091 0 PM 532
423 95 328 0 AM 1,224 662 468 1,130 1,548 727 821 385 151 536 7 1 8 TOTAL PMAMAM 7:15 AM 8:45 AM 270 316 586 0 0 0
#N/A AMPM TOTAL 0 0 0 PM 4:30 PM
3:45 PM 0 0 0 0 0 0 0 0 0
598 AM 719 839 0 1,558
1,408 PM 461 381 0 842
2,006 Total 1,180 1,220 0 2,400
Archibale
AimTD LLC

TURNING MOVEMENT COUNTS
Archibale SR-60 WB Ramps
Ontario SR-60 WB Ramps SC3380

ALL HOURS
Archibale
Archibale SR-60 WB RampsSR-60 WB Ramps

PEAK HOUR

3.1-2
1934
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibale LOCATION #: 11
WEDNESDAY EAST & WEST: SR-60 WB Ramps CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 2 3 X X 4 1 X X X 1.3 0.3 1.3 X 0 X 0
7:00 AM 162 134 0 0 47 5 0 0 0 53 3 72 476 0 0 0 0 0 0 0 0 38 7:15 AM 165 150 0 0 44 16 0 0 0 54 2 59 490 0 0 0 0 0 0 4 0 32 7:30 AM 198 183 0 0 59 10 0 0 0 59 3 83 595 0 0 0 0 0 0 1 0 36 7:45 AM 151 214 0 0 75 9 0 0 0 52 1 108 610 0 0 0 0 0 0 4 0 52 8:00 AM 160 197 0 0 84 7 0 0 0 51 0 92 591 0 0 0 0 0 0 1 0 40 8:15 AM 145 159 0 0 62 14 0 0 0 41 0 58 479 0 0 0 0 0 0 8 0 32 8:30 AM 154 123 0 0 58 14 0 0 0 38 1 50 438 0 0 0 0 0 0 6 0 29 8:45 AM 149 175 0 0 55 8 0 0 0 35 1 54 477 0 0 0 0 0 0 4 0 25 VOLUMES 1,284 1,335 0 0 484 83 0 0 0 383 11 576 4,156 0 0 0 0 0 0 28 0 284 APPROACH % 49% 51% 0% 0% 85% 15% 0% 0% 0% 39% 1% 59%
APP/DEPART 2,619 / 1,911 567 / 867 0 / 0 970 / 1,378 0

BEGIN PEAK HR
VOLUMES 674 744 0 0 262 42 0 0 0 216 6 342 2,286 0 10 0 160 APPROACH % 48% 52% 0% 0% 86% 14% 0% 0% 0% 38% 1% 61%
PEAK HR FACTOR 0.930 0.835 0.000 0.876 0.937
APP/DEPART 1,418 / 1,086 304 / 478 0 / 0 564 / 722 0
4:00 PM 113 83 0 0 230 53 0 0 0 52 2 19 552 0 0 0 0 0 0 15 0 9 4:15 PM 109 96 0 0 183 40 0 0 0 61 0 43 532 0 0 0 0 0 0 14 0 23 4:30 PM 105 75 0 0 259 74 0 0 0 69 0 27 609 0 0 0 0 0 0 30 0 21 4:45 PM 108 69 0 0 248 44 0 0 0 62 0 37 568 0 0 0 0 0 0 17 0 24 5:00 PM 113 80 0 0 256 73 0 0 0 52 0 32 606 0 0 0 0 0 0 27 0 24 5:15 PM 105 78 0 0 242 39 0 0 0 90 1 34 589 1 0 0 0 1 0 13 0 21 5:30 PM 113 71 0 0 209 70 0 0 0 79 3 36 581 0 0 0 0 0 0 30 0 24 5:45 PM 99 93 0 0 187 27 0 0 0 57 2 41 506 0 0 0 0 0 0 14 0 24 VOLUMES 865 645 0 0 1,814 420 0 0 0 522 8 269 4,543 1 0 0 0 1 0 160 0 170 APPROACH % 57% 43% 0% 0% 81% 19% 0% 0% 0% 65% 1% 34%
APP/DEPART 1,510 / 914 2,234 / 2,337 0 / 0 799 / 1,292 0

BEGIN PEAK HR
VOLUMES 430 302 0 0 1,005 230 0 0 0 273 1 130 2,372 0 87 0 90 APPROACH % 59% 41% 0% 0% 81% 19% 0% 0% 0% 68% 0% 32%
PEAK HR FACTOR 0.949 0.927 0.000 0.808 0.974
APP/DEPART 733 / 432 1,235 / 1,279 0 / 0 404 / 661 0
Archibale

NORTH SIDE
SR-60 WB Ramps WEST SIDE EAST SIDE SR-60 WB Ramps

SOUTH SIDE
Archibale AM
7:15 AM PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Archibale Archibale SR-60 WB Ramps SR-60 WB Ramps

3.1-3
1935
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibale LOCATION #: 11
WEDNESDAY EAST & WEST: SR-60 WB Ramps CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 2 3 X X 4 1 X X X 1.3 0.3 1.3 X 0 X 0
7:00 AM 6 2 0 0 13 4 0 0 0 4 0 4 33 0 0 0 0 0 0 1 0 2
7:15 AM 11 6 0 0 8 8 0 0 0 4 1 6 44 0 0 0 0 0 0 4 0 4
7:30 AM 7 8 0 0 5 3 0 0 0 6 0 6 35 0 0 0 0 0 0 2 0 2
7:45 AM 0 10 0 0 13 7 0 0 0 2 0 2 34 0 0 0 0 0 0 3 0 1
8:00 AM 7 10 0 0 8 7 0 0 0 3 0 4 39 0 0 0 0 0 0 2 0 0
8:15 AM 5 6 0 0 4 4 0 0 0 4 2 9 34 0 0 0 0 0 0 2 0 5
8:30 AM 8 12 0 0 14 3 0 0 0 3 0 3 43 0 0 0 0 0 0 2 0 1
8:45 AM 6 11 0 0 5 3 0 0 0 2 0 1 28 0 0 0 0 0 0 2 0 0
VOLUMES 50 65 0 0 70 39 0 0 0 28 3 35 290 0 0 0 0 0 0 18 0 15 APPROACH % 43% 57% 0% 0% 64% 36% 0% 0% 0% 42% 5% 53%
APP/DEPART 115 / 100 109 / 98 0 / 0 66 / 92 0

BEGIN PEAK HR
VOLUMES 25 34 0 0 34 25 0 0 0 15 1 18 152 0 11 0 7
APPROACH % 42% 58% 0% 0% 58% 42% 0% 0% 0% 44% 3% 53%
PEAK HR FACTOR 0.868 0.738 0.000 0.708 0.864
APP/DEPART 59 / 52 59 / 49 0 / 0 34 / 51 0
4:00 PM 10 11 0 0 8 3 0 0 0 3 0 2 37 0 0 0 0 0 0 0 0 1
4:15 PM 4 12 0 0 10 0 0 0 0 3 0 5 34 0 0 0 0 0 0 0 0 4
4:30 PM 4 7 0 0 11 0 0 0 0 4 0 1 27 0 0 0 0 0 0 0 0 0
4:45 PM 4 8 0 0 13 1 0 0 0 0 0 2 28 0 0 0 0 0 0 0 0 2
5:00 PM 4 12 0 0 15 6 0 0 0 3 0 3 43 0 0 0 0 0 0 2 0 2
5:15 PM 6 13 0 0 10 1 0 0 0 3 0 5 38 0 0 0 0 0 0 1 0 5
5:30 PM 5 3 0 0 6 3 0 0 0 2 0 6 25 0 0 0 0 0 0 0 0 4
5:45 PM 3 11 0 0 4 0 0 0 0 3 0 1 22 0 0 0 0 0 0 0 0 1
VOLUMES 40 77 0 0 77 14 0 0 0 21 0 25 254 0 0 0 0 0 0 3 0 19 APPROACH % 34% 66% 0% 0% 85% 15% 0% 0% 0% 46% 0% 54%
APP/DEPART 117 / 102 91 / 98 0 / 0 46 / 54 0

BEGIN PEAK HR
VOLUMES 18 40 0 0 49 8 0 0 0 10 0 11 136 0 3 0 9
APPROACH % 31% 69% 0% 0% 86% 14% 0% 0% 0% 48% 0% 52%
PEAK HR FACTOR 0.763 0.679 0.000 0.656 0.791
APP/DEPART 58 / 51 57 / 59 0 / 0 21 / 26 0
Archibale

NORTH SIDE
SR-60 WB Ramps WEST SIDE EAST SIDE SR-60 WB Ramps

SOUTH SIDE
Archibale AM
7:15 AM PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Archibale Archibale SR-60 WB Ramps SR-60 WB Ramps

3.1-4
1936
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibale LOCATION #: 11
WEDNESDAY EAST & WEST: SR-60 WB Ramps CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 2 3 X X 4 1 X X X 1.3 0.3 1.3 X 0 X 0
7:00 AM 3 3 0 0 1 0 0 0 0 6 0 1 14 0 0 0 0 0 0 0 0 0
7:15 AM 1 4 0 0 3 1 0 0 0 5 0 1 15 0 0 0 0 0 0 0 0 0
7:30 AM 1 6 0 0 3 1 0 0 0 3 0 0 14 0 0 0 0 0 0 1 0 0
7:45 AM 2 6 0 0 5 0 0 0 0 6 0 0 19 0 0 0 0 0 0 0 0 0
8:00 AM 1 3 0 0 1 2 0 0 0 6 0 1 14 0 0 0 0 0 0 0 0 1
8:15 AM 0 3 0 0 3 0 0 0 0 1 0 0 7 0 0 0 0 0 0 0 0 0
8:30 AM 1 0 0 0 3 1 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0
8:45 AM 3 5 0 0 2 0 0 0 0 5 0 0 15 0 0 0 0 0 0 0 0 0
VOLUMES 12 30 0 0 21 5 0 0 0 32 0 3 103 0 0 0 0 0 0 1 0 1 APPROACH % 29% 71% 0% 0% 81% 19% 0% 0% 0% 91% 0% 9%
APP/DEPART 42 / 33 26 / 53 0 / 0 35 / 17 0

BEGIN PEAK HR
VOLUMES 5 19 0 0 12 4 0 0 0 20 0 2 62 0 1 0 1
APPROACH % 21% 79% 0% 0% 75% 25% 0% 0% 0% 91% 0% 9%
PEAK HR FACTOR 0.750 0.800 0.000 0.786 0.816
APP/DEPART 24 / 21 16 / 32 0 / 0 22 / 9 0
4:00 PM 1 3 0 0 3 0 0 0 0 1 0 0 8 0 0 0 0 0 0 0 0 0
4:15 PM 3 4 0 0 1 2 0 0 0 2 0 0 12 0 0 0 0 0 0 0 0 0
4:30 PM 1 3 0 0 2 0 0 0 0 1 0 0 7 0 0 0 0 0 0 0 0 0
4:45 PM 0 3 0 0 3 1 0 0 0 0 0 0 7 0 0 0 0 0 0 1 0 0
5:00 PM 0 5 0 0 1 1 0 0 0 2 0 0 9 0 0 0 0 0 0 0 0 0
5:15 PM 0 1 0 0 2 1 0 0 0 4 0 1 9 0 0 0 0 0 0 0 0 0
5:30 PM 0 1 0 0 1 1 0 0 0 1 0 0 4 0 0 0 0 0 0 0 0 0
5:45 PM 0 1 0 0 1 1 0 0 0 1 0 0 4 0 0 0 0 0 0 0 0 0
VOLUMES 5 21 0 0 14 7 0 0 0 12 0 1 60 0 0 0 0 0 0 1 0 0 APPROACH % 19% 81% 0% 0% 67% 33% 0% 0% 0% 92% 0% 8%
APP/DEPART 26 / 22 21 / 26 0 / 0 13 / 12 0

BEGIN PEAK HR
VOLUMES 1 12 0 0 8 3 0 0 0 7 0 1 32 0 1 0 0
APPROACH % 8% 92% 0% 0% 73% 27% 0% 0% 0% 88% 0% 13%
PEAK HR FACTOR 0.650 0.688 0.000 0.400 0.889
APP/DEPART 13 / 13 11 / 15 0 / 0 8 / 4 0
Archibale

NORTH SIDE
SR-60 WB Ramps WEST SIDE EAST SIDE SR-60 WB Ramps

SOUTH SIDE
Archibale AM
7:15 AM PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Archibale Archibale SR-60 WB Ramps SR-60 WB Ramps

3.1-5
1937
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibale LOCATION #: 11
WEDNESDAY EAST & WEST: SR-60 WB Ramps CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 2 3 X X 4 1 X X X 1.3 0.3 1.3 X 0 X 0
7:00 AM 2 10 0 0 6 5 0 0 0 3 0 3 29 0 0 0 0 0 0 1 0 3
7:15 AM 2 9 0 0 5 8 0 0 0 6 0 3 33 0 0 0 0 0 0 3 0 1
7:30 AM 3 10 0 0 6 3 0 0 0 5 0 9 36 0 0 0 0 0 0 3 0 2
7:45 AM 2 8 0 0 4 8 0 0 0 4 0 6 32 0 0 0 0 0 0 2 0 1
8:00 AM 5 12 0 0 5 5 0 0 0 4 0 5 36 0 0 0 0 0 0 3 0 0
8:15 AM 4 14 0 0 10 4 0 0 0 12 0 5 49 0 0 0 0 0 0 2 0 1 8:30 AM 1 9 0 0 8 14 0 0 0 5 0 10 47 0 0 0 0 0 0 4 0 5
8:45 AM 2 13 0 0 9 12 0 0 0 4 0 9 49 0 0 0 0 0 0 4 0 2
VOLUMES 21 85 0 0 53 59 0 0 0 43 0 50 311 0 0 0 0 0 0 22 0 15 APPROACH % 20% 80% 0% 0% 47% 53% 0% 0% 0% 46% 0% 54%
APP/DEPART 106 / 135 112 / 96 0 / 0 93 / 80 0

BEGIN PEAK HR
VOLUMES 12 39 0 0 20 24 0 0 0 19 0 23 137 0 11 0 4
APPROACH % 24% 76% 0% 0% 45% 55% 0% 0% 0% 45% 0% 55%
PEAK HR FACTOR 0.750 0.846 0.000 0.750 0.951
APP/DEPART 51 / 62 44 / 39 0 / 0 42 / 36 0
4:00 PM 4 9 0 0 6 6 0 0 0 6 0 6 37 0 0 0 0 0 0 3 0 1
4:15 PM 1 7 0 0 6 5 0 0 0 6 0 3 28 0 0 0 0 0 0 2 0 2
4:30 PM 2 8 0 0 8 6 0 0 0 9 0 2 35 0 0 0 0 0 0 2 0 2
4:45 PM 4 4 0 0 7 6 0 0 0 8 0 4 33 0 0 0 0 0 0 2 0 3
5:00 PM 1 8 0 0 6 2 0 0 0 4 0 1 22 0 0 0 0 0 0 0 0 1
5:15 PM 4 7 0 0 7 10 0 0 0 5 0 2 35 0 0 0 0 0 0 3 0 1
5:30 PM 3 7 0 0 3 4 0 0 0 6 0 2 25 0 0 0 0 0 0 2 0 0
5:45 PM 2 8 0 0 3 5 0 0 0 4 0 5 27 0 0 0 0 0 0 3 0 1
VOLUMES 21 58 0 0 46 44 0 0 0 48 0 25 242 0 0 0 0 0 0 17 0 11 APPROACH % 27% 73% 0% 0% 51% 49% 0% 0% 0% 66% 0% 34%
APP/DEPART 79 / 83 90 / 94 0 / 0 73 / 65 0

BEGIN PEAK HR
VOLUMES 11 27 0 0 28 24 0 0 0 26 0 9 125 0 7 0 7
APPROACH % 29% 71% 0% 0% 54% 46% 0% 0% 0% 74% 0% 26%
PEAK HR FACTOR 0.864 0.765 0.000 0.729 0.893
APP/DEPART 38 / 36 52 / 54 0 / 0 35 / 35 0
Archibale

NORTH SIDE
SR-60 WB Ramps WEST SIDE EAST SIDE SR-60 WB Ramps

SOUTH SIDE
Archibale AM
7:15 AM PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Archibale Archibale SR-60 WB Ramps SR-60 WB Ramps

3.1-6
1938
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibale LOCATION #: 11
WEDNESDAY EAST & WEST: SR-60 WB Ramps CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 2 3 X X 4 1 X X X 1.3 0.3 1.3 X 0 X 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 1 / 1 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0
APPROACH % 0% 0% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.250 0.000 0.000 0.250
APP/DEPART 0 / 0 1 / 1 0 / 0 0 / 0 0
Archibale

NORTH SIDE
SR-60 WB Ramps WEST SIDE EAST SIDE SR-60 WB Ramps

SOUTH SIDE
Archibale AM
7:15 AM PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Archibale Archibale SR-60 WB Ramps SR-60 WB Ramps

3.1-7
1939
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibale LOCATION #: 11
WEDNESDAY EAST & WEST: SR-60 WB Ramps CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 2 3 X X 4 1 X X X 1.3 0.3 1.3 X 0 X 0
7:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
7:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
7:30 AM 2 1 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0
7:45 AM 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
VOLUMES 3 4 0 0 3 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0
APPROACH % 43% 57% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 7 / 4 3 / 3 0 / 0 0 / 3 0

BEGIN PEAK HR
VOLUMES 3 3 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0
APPROACH % 50% 50% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.500 0.000 0.000 0.000 0.500
APP/DEPART 6 / 3 0 / 0 0 / 0 0 / 3 0
4:00 PM 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
4:15 PM 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 2 2 0 0 0 1 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0
APPROACH % 50% 50% 0% 0% 0% 100% 0% 0% 0% 0% 0% 0%
APP/DEPART 4 / 2 1 / 0 0 / 0 0 / 3 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 100% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.250 0.000 0.000 0.250
APP/DEPART 0 / 0 1 / 0 0 / 0 0 / 1 0
Archibale

NORTH SIDE
SR-60 WB Ramps WEST SIDE EAST SIDE SR-60 WB Ramps

SOUTH SIDE
Archibale AM
7:15 AM PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Archibale Archibale SR-60 WB Ramps SR-60 WB Ramps

3.1-8
1940
T42321
DATE: LOCATION: PROJECT #: SC3380
Wed, Apr 13, 22 NORTH & SOUTH: LOCATION #: 12
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X 4 1 2 3 X 1.3 0.3 1.3 X X X 0 0 0 0 0 X 0 X
7:00 AM 0 270 94 22 111 0 53 1 71 0 0 0 622 0 0 0 0 0 36 0 28 0 7:15 AM 0 285 90 18 110 0 65 0 79 0 0 0 647 0 0 0 0 0 31 0 42 0 7:30 AM 0 358 127 19 127 0 61 4 97 0 0 0 793 0 0 0 0 0 49 0 57 0 7:45 AM 0 314 98 35 125 0 79 0 87 0 0 0 738 0 1 0 0 1 43 0 43 0 8:00 AM 0 323 95 28 132 0 71 0 100 0 0 0 749 0 1 0 0 1 37 0 48 0 8:15 AM 0 276 97 19 118 0 62 0 96 0 0 0 668 0 0 0 0 0 38 0 50 0 8:30 AM 0 258 88 27 101 0 49 0 92 0 0 0 615 0 1 0 0 1 44 0 58 0 8:45 AM 0 302 88 22 96 0 63 0 88 0 0 0 659 0 0 0 0 0 32 0 44 0 VOLUMES 0 2,386 777 190 920 0 503 5 710 0 0 0 5,491 0 3 0 0 3 310 0 370 0 APPROACH % 0% 75% 25% 17% 83% 0% 41% 0% 58% 0% 0% 0%
APP/DEPART 3,163 / 2,892 1,110 / 1,630 1,218 / 969 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 1,271 417 101 502 0 273 4 380 0 0 0 2,948 167 0 198 0 APPROACH % 0% 75% 25% 17% 83% 0% 42% 1% 58% 0% 0% 0%
PEAK HR FACTOR 0.870 0.942 0.961 0.000 0.929
APP/DEPART 1,688 / 1,546 603 / 882 657 / 520 0 / 0 0
4:00 PM 0 218 101 106 203 0 18 0 94 0 0 0 740 0 0 0 0 0 50 0 53 0 4:15 PM 0 223 114 84 186 0 15 0 100 0 0 0 722 0 0 0 0 0 42 0 62 0 4:30 PM 0 181 116 124 240 0 24 0 82 0 0 0 767 0 0 0 0 0 40 0 51 0 4:45 PM 0 191 132 107 234 0 9 0 98 0 0 0 771 0 0 0 0 0 49 0 57 0 5:00 PM 0 204 103 122 217 0 21 0 108 0 0 0 775 0 0 0 0 0 43 0 66 0 5:15 PM 0 203 102 100 263 0 11 1 103 0 0 0 783 0 0 0 0 0 42 0 58 0 5:30 PM 0 193 99 71 236 0 10 0 99 0 0 0 708 0 0 0 0 0 40 0 50 0 5:45 PM 0 198 74 72 186 0 22 0 111 0 0 0 663 0 0 0 0 0 25 0 73 0 VOLUMES 0 1,611 841 786 1,765 0 130 1 795 0 0 0 5,929 0 0 0 0 0 331 0 470 0 APPROACH % 0% 66% 34% 31% 69% 0% 14% 0% 86% 0% 0% 0%
APP/DEPART 2,452 / 1,741 2,551 / 2,560 926 / 1,628 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 779 453 453 954 0 65 1 391 0 0 0 3,096 174 0 232 0 APPROACH % 0% 63% 37% 32% 68% 0% 14% 0% 86% 0% 0% 0%
PEAK HR FACTOR 0.954 0.966 0.886 0.000 0.989
APP/DEPART 1,232 / 844 1,407 / 1,345 457 / 907 0 / 0 0
Archibald

NORTH SIDE
SR-60 EB Ramps WEST SIDE EAST SIDE SR-60 EB Ramps

SOUTH SIDE
Archibald

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 1 1 0 0 2 1 1 0 0 2 0 0 0 0 0
8:30 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
8:45 AM 2 3 0 0 5 0 3 0 0 3 2 0 0 0 2
TOTAL 5 5 0 0 10 2 4 0 0 6 3 1 0 0 4
4:00 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 1 1 0 0 2 0 0 0 0 0 1 1 0 0 2
4:45 PM 1 1 0 0 2 0 1 0 0 1 1 0 0 0 1
5:00 PM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2
5:15 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1
5:30 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1
5:45 PM 2 0 0 0 2 1 0 0 0 1 1 0 0 0 1
TOTAL 4 7 0 0 11 1 2 0 0 3 3 5 0 0 8
RTOR

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Ontario
Archibald
SR-60 EB Ramps

U-TURNS
Archibald Archibald SR-60 EB Ramps SR-60 EB Ramps

BICYCLE CROSSINGS AM PM AM
7:30 AM PM
4:30 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns

3.1-9
1941
3,661 0 2,685 976 TOTAL 4,633
2,551 0 1,765 786 PM 1,741
1,110 0 920 190 AM 2,892 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL PMAM0 0 0 633 130 503 AMPM TOTAL 6 1 5 1,505 795 710 969 1,628 2,597 2,144 926 1,218 1,630 AM 0 2,386 777 3,163
2,560 PM 0 1,611 841 2,452
4,190 TOTAL 0 3,997 1,618 5,615
2,010 0 1,456 554 TOTAL 2,390
1,407 0 954 453 PM 844
603 0 502 101 AM 1,546 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL PMAMAM 7:30 AM 8:45 AM 0 0 0 338 65 273
#N/A AMPM TOTAL 5 1 4 PM 4:30 PM
3:45 PM 771 391 380 520 907 1,427 1,114 457 657
882 AM 0 1,271 417 1,688
1,345 PM 0 779 453 1,232
2,227 Total 0 2,050 870 2,920
Archibald
AimTD LLC

TURNING MOVEMENT COUNTS
Archibald SR-60 EB RampsSR-60 EB Ramps
Ontario
SC3380

ALL HOURS
Archibald
Archibald SR-60 EB RampsSR-60 EB Ramps

PEAK HOUR

3.1-10
1942
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 12
WEDNESDAY EAST & WEST: SR-60 EB Ramps CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X 4 1 2 3 X 1.3 0.3 1.3 X X X 0 X 0 X
7:00 AM 0 256 68 9 90 0 41 1 54 0 0 0 519 0 0 0 0 0 28 0 23 0 7:15 AM 0 258 71 8 89 0 57 0 70 0 0 0 553 0 0 0 0 0 20 0 36 0 7:30 AM 0 334 108 13 105 0 47 3 87 0 0 0 697 0 0 0 0 0 40 0 50 0 7:45 AM 0 296 72 25 101 0 68 0 75 0 0 0 637 0 1 0 0 1 31 0 35 0 8:00 AM 0 301 74 17 116 0 55 0 90 0 0 0 653 0 1 0 0 1 31 0 42 0 8:15 AM 0 258 69 7 96 0 47 0 83 0 0 0 560 0 0 0 0 0 26 0 43 0 8:30 AM 0 239 57 14 81 0 37 0 80 0 0 0 508 0 1 0 0 1 28 0 50 0 8:45 AM 0 281 65 13 76 0 44 0 72 0 0 0 551 0 0 0 0 0 23 0 34 0 VOLUMES 0 2,223 584 106 754 0 396 4 611 0 0 0 4,678 0 3 0 0 3 227 0 313 0 APPROACH % 0% 79% 21% 12% 88% 0% 39% 0% 60% 0% 0% 0%
APP/DEPART 2,807 / 2,622 860 / 1,365 1,011 / 691 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 1,189 323 60 418 0 217 3 335 0 0 0 2,547 128 0 170 0 APPROACH % 0% 79% 21% 13% 87% 0% 39% 1% 60% 0% 0% 0%
PEAK HR FACTOR 0.855 0.902 0.957 0.000 0.914
APP/DEPART 1,512 / 1,408 480 / 753 555 / 386 0 / 0 0
4:00 PM 0 186 82 95 187 0 10 0 82 0 0 0 642 0 0 0 0 0 40 0 45 0 4:15 PM 0 197 99 76 166 0 8 0 94 0 0 0 640 0 0 0 0 0 33 0 58 0 4:30 PM 0 166 98 118 210 0 14 0 71 0 0 0 677 0 0 0 0 0 35 0 45 0 4:45 PM 0 172 113 101 209 0 5 0 86 0 0 0 686 0 0 0 0 0 43 0 49 0 5:00 PM 0 185 94 115 193 0 10 0 105 0 0 0 702 0 0 0 0 0 40 0 65 0 5:15 PM 0 179 93 94 238 0 4 1 94 0 0 0 703 0 0 0 0 0 37 0 56 0 5:30 PM 0 179 92 67 221 0 5 0 93 0 0 0 657 0 0 0 0 0 38 0 45 0 5:45 PM 0 184 69 70 172 0 11 0 103 0 0 0 609 0 0 0 0 0 24 0 69 0 VOLUMES 0 1,448 740 736 1,596 0 67 1 728 0 0 0 5,316 0 0 0 0 0 290 0 432 0 APPROACH % 0% 66% 34% 32% 68% 0% 8% 0% 91% 0% 0% 0%
APP/DEPART 2,188 / 1,515 2,332 / 2,324 796 / 1,477 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 702 398 428 850 0 33 1 356 0 0 0 2,768 155 0 215 0 APPROACH % 0% 64% 36% 33% 67% 0% 8% 0% 91% 0% 0% 0%
PEAK HR FACTOR 0.965 0.962 0.848 0.000 0.984
APP/DEPART 1,100 / 735 1,278 / 1,206 390 / 827 0 / 0 0
Archibald

NORTH SIDE
SR-60 EB Ramps WEST SIDE EAST SIDE SR-60 EB Ramps

SOUTH SIDE
Archibald

U-TURNS RTOR
Archibald Archibald SR-60 EB Ramps SR-60 EB Ramps AM
7:30 AM PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-11
1943
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 12
WEDNESDAY EAST & WEST: SR-60 EB Ramps CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X 4 1 2 3 X 1.3 0.3 1.3 X X X 0 X 0 X
7:00 AM 0 3 10 8 9 0 5 0 9 0 0 0 44 0 0 0 0 0 2 0 3 0
7:15 AM 0 12 8 5 7 0 5 0 6 0 0 0 43 0 0 0 0 0 2 0 4 0
7:30 AM 0 11 5 3 8 0 4 1 6 0 0 0 38 0 0 0 0 0 3 0 5 0
7:45 AM 0 6 9 5 10 0 4 0 7 0 0 0 41 0 0 0 0 0 3 0 5 0
8:00 AM 0 10 3 6 5 0 7 0 2 0 0 0 33 0 0 0 0 0 0 0 2 0
8:15 AM 0 7 7 3 5 0 4 0 8 0 0 0 34 0 0 0 0 0 2 0 3 0
8:30 AM 0 14 7 7 10 0 6 0 4 0 0 0 48 0 0 0 0 0 5 0 2 0
8:45 AM 0 11 11 4 3 0 6 0 8 0 0 0 43 0 0 0 0 0 3 0 5 0
VOLUMES 0 74 60 41 57 0 41 1 50 0 0 0 324 0 0 0 0 0 20 0 29 0 APPROACH % 0% 55% 45% 42% 58% 0% 45% 1% 54% 0% 0% 0%
APP/DEPART 134 / 115 98 / 107 92 / 102 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 34 24 17 28 0 19 1 23 0 0 0 146 8 0 15 0
APPROACH % 0% 59% 41% 38% 62% 0% 44% 2% 53% 0% 0% 0%
PEAK HR FACTOR 0.906 0.750 0.896 0.000 0.890
APP/DEPART 58 / 53 45 / 51 43 / 42 0 / 0 0
4:00 PM 0 20 6 6 5 0 1 0 10 0 0 0 48 0 0 0 0 0 2 0 6 0
4:15 PM 0 12 10 5 8 0 4 0 2 0 0 0 41 0 0 0 0 0 6 0 2 0
4:30 PM 0 8 12 5 10 0 3 0 6 0 0 0 44 0 0 0 0 0 4 0 4 0
4:45 PM 0 11 14 4 9 0 1 0 9 0 0 0 48 0 0 0 0 0 4 0 5 0
5:00 PM 0 13 3 2 16 0 3 0 2 0 0 0 39 0 0 0 0 0 0 0 1 0
5:15 PM 0 18 5 5 8 0 1 0 3 0 0 0 40 0 0 0 0 0 3 0 2 0
5:30 PM 0 7 2 2 6 0 1 0 3 0 0 0 21 0 0 0 0 0 1 0 2 0
5:45 PM 0 8 2 1 6 0 6 0 5 0 0 0 28 0 0 0 0 0 1 0 2 0
VOLUMES 0 97 54 30 68 0 20 0 40 0 0 0 309 0 0 0 0 0 21 0 24 0 APPROACH % 0% 64% 36% 31% 69% 0% 33% 0% 67% 0% 0% 0%
APP/DEPART 151 / 117 98 / 108 60 / 84 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 50 34 16 43 0 8 0 20 0 0 0 171 11 0 12 0
APPROACH % 0% 60% 40% 27% 73% 0% 29% 0% 71% 0% 0% 0%
PEAK HR FACTOR 0.840 0.819 0.700 0.000 0.891
APP/DEPART 84 / 58 59 / 63 28 / 50 0 / 0 0
Archibald

NORTH SIDE
SR-60 EB Ramps WEST SIDE EAST SIDE SR-60 EB Ramps

SOUTH SIDE
Archibald

U-TURNS RTOR
Archibald Archibald SR-60 EB Ramps SR-60 EB Ramps AM
7:30 AM PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-12
1944
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 12
WEDNESDAY EAST & WEST: SR-60 EB Ramps CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X 4 1 2 3 X 1.3 0.3 1.3 X X X 0 X 0 X
7:00 AM 0 4 4 0 7 0 2 0 3 0 0 0 20 0 0 0 0 0 1 0 0 0
7:15 AM 0 5 2 3 5 0 0 0 0 0 0 0 15 0 0 0 0 0 1 0 0 0
7:30 AM 0 6 3 1 5 0 1 0 1 0 0 0 17 0 0 0 0 0 2 0 1 0
7:45 AM 0 5 3 1 10 0 3 0 2 0 0 0 24 0 0 0 0 0 3 0 1 0
8:00 AM 0 2 3 1 6 0 2 0 5 0 0 0 19 0 0 0 0 0 1 0 4 0
8:15 AM 0 2 6 0 4 0 1 0 1 0 0 0 14 0 0 0 0 0 4 0 1 0
8:30 AM 0 1 5 1 2 0 0 0 2 0 0 0 11 0 0 0 0 0 4 0 2 0
8:45 AM 0 7 3 0 7 0 1 0 4 0 0 0 22 0 0 0 0 0 1 0 4 0
VOLUMES 0 32 29 7 46 0 10 0 18 0 0 0 142 0 0 0 0 0 17 0 13 0 APPROACH % 0% 52% 48% 13% 87% 0% 36% 0% 64% 0% 0% 0%
APP/DEPART 61 / 42 53 / 64 28 / 36 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 15 15 3 25 0 7 0 9 0 0 0 74 10 0 7 0
APPROACH % 0% 50% 50% 11% 89% 0% 44% 0% 56% 0% 0% 0%
PEAK HR FACTOR 0.833 0.636 0.571 0.000 0.771
APP/DEPART 30 / 22 28 / 34 16 / 18 0 / 0 0
4:00 PM 0 4 4 2 2 0 0 0 2 0 0 0 14 0 0 0 0 0 2 0 2 0
4:15 PM 0 7 1 0 3 0 0 0 1 0 0 0 12 0 0 0 0 0 1 0 0 0
4:30 PM 0 2 2 0 3 0 2 0 1 0 0 0 10 0 0 0 0 0 1 0 0 0
4:45 PM 0 2 0 1 2 0 1 0 1 0 0 0 7 0 0 0 0 0 0 0 1 0
5:00 PM 0 4 3 1 2 0 1 0 0 0 0 0 11 0 0 0 0 0 2 0 0 0
5:15 PM 0 0 2 0 6 0 1 0 3 0 0 0 12 0 0 0 0 0 1 0 0 0
5:30 PM 0 1 2 0 2 0 0 0 1 0 0 0 6 0 0 0 0 0 1 0 1 0
5:45 PM 0 1 1 0 2 0 0 0 1 0 0 0 5 0 0 0 0 0 0 0 0 0
VOLUMES 0 21 15 4 22 0 5 0 10 0 0 0 77 0 0 0 0 0 8 0 4 0 APPROACH % 0% 58% 42% 15% 85% 0% 33% 0% 67% 0% 0% 0%
APP/DEPART 36 / 26 26 / 32 15 / 19 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 8 7 2 13 0 5 0 5 0 0 0 40 4 0 1 0
APPROACH % 0% 53% 47% 13% 87% 0% 50% 0% 50% 0% 0% 0%
PEAK HR FACTOR 0.536 0.625 0.625 0.000 0.833
APP/DEPART 15 / 13 15 / 18 10 / 9 0 / 0 0
Archibald

NORTH SIDE
SR-60 EB Ramps WEST SIDE EAST SIDE SR-60 EB Ramps

SOUTH SIDE
Archibald

U-TURNS RTOR
Archibald Archibald SR-60 EB Ramps SR-60 EB Ramps AM
7:30 AM PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-13
1945
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 12
WEDNESDAY EAST & WEST: SR-60 EB Ramps CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X 4 1 2 3 X 1.3 0.3 1.3 X X X 0 X 0 X
7:00 AM 0 7 12 5 4 0 5 0 2 0 0 0 35 0 0 0 0 0 5 0 1 0
7:15 AM 0 8 8 2 9 0 3 0 2 0 0 0 32 0 0 0 0 0 8 0 1 0
7:30 AM 0 4 11 2 9 0 9 0 3 0 0 0 38 0 0 0 0 0 4 0 1 0
7:45 AM 0 6 14 4 4 0 4 0 2 0 0 0 34 0 0 0 0 0 6 0 1 0
8:00 AM 0 10 15 4 5 0 7 0 3 0 0 0 44 0 0 0 0 0 5 0 0 0
8:15 AM 0 8 15 9 13 0 10 0 4 0 0 0 59 0 0 0 0 0 6 0 3 0 8:30 AM 0 4 19 5 8 0 6 0 6 0 0 0 48 0 0 0 0 0 7 0 4 0
8:45 AM 0 3 9 5 8 0 12 0 4 0 0 0 41 0 0 0 0 0 5 0 1 0
VOLUMES 0 50 103 36 60 0 56 0 26 0 0 0 331 0 0 0 0 0 46 0 12 0 APPROACH % 0% 33% 67% 38% 63% 0% 68% 0% 32% 0% 0% 0%
APP/DEPART 153 / 106 96 / 86 82 / 139 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 28 55 19 31 0 30 0 12 0 0 0 175 21 0 5 0
APPROACH % 0% 34% 66% 38% 62% 0% 71% 0% 29% 0% 0% 0%
PEAK HR FACTOR 0.830 0.568 0.750 0.000 0.742
APP/DEPART 83 / 58 50 / 43 42 / 74 0 / 0 0
4:00 PM 0 6 9 3 9 0 7 0 0 0 0 0 34 0 0 0 0 0 6 0 0 0
4:15 PM 0 5 4 3 9 0 3 0 3 0 0 0 27 0 0 0 0 0 2 0 2 0
4:30 PM 0 5 4 1 16 0 5 0 4 0 0 0 35 0 0 0 0 0 0 0 2 0
4:45 PM 0 6 5 1 14 0 2 0 2 0 0 0 30 0 0 0 0 0 2 0 2 0
5:00 PM 0 2 3 4 6 0 7 0 1 0 0 0 23 0 0 0 0 0 1 0 0 0
5:15 PM 0 6 2 1 11 0 5 0 3 0 0 0 28 0 0 0 0 0 1 0 0 0
5:30 PM 0 6 3 2 7 0 4 0 2 0 0 0 24 0 0 0 0 0 0 0 2 0
5:45 PM 0 5 2 1 6 0 5 0 2 0 0 0 21 0 0 0 0 0 0 0 2 0
VOLUMES 0 41 32 16 78 0 38 0 17 0 0 0 222 0 0 0 0 0 12 0 10 0 APPROACH % 0% 56% 44% 17% 83% 0% 69% 0% 31% 0% 0% 0%
APP/DEPART 73 / 79 94 / 95 55 / 48 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 19 14 7 47 0 19 0 10 0 0 0 116 4 0 4 0
APPROACH % 0% 58% 42% 13% 87% 0% 66% 0% 34% 0% 0% 0%
PEAK HR FACTOR 0.750 0.794 0.806 0.000 0.829
APP/DEPART 33 / 38 54 / 57 29 / 21 0 / 0 0
Archibald

NORTH SIDE
SR-60 EB Ramps WEST SIDE EAST SIDE SR-60 EB Ramps

SOUTH SIDE
Archibald

U-TURNS RTOR
Archibald Archibald SR-60 EB Ramps SR-60 EB Ramps AM
7:30 AM PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-14
1946
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 12
WEDNESDAY EAST & WEST: SR-60 EB Ramps CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X 4 1 2 3 X 1.3 0.3 1.3 X X X 0 X 0 X
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 1 / 1 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0
APPROACH % 0% 0% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.250 0.000 0.000 0.250
APP/DEPART 0 / 0 1 / 1 0 / 0 0 / 0 0
Archibald

NORTH SIDE
SR-60 EB Ramps WEST SIDE EAST SIDE SR-60 EB Ramps

SOUTH SIDE
Archibald

U-TURNS RTOR
Archibald Archibald SR-60 EB Ramps SR-60 EB Ramps AM
7:30 AM PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-15
1947
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 12
WEDNESDAY EAST & WEST: SR-60 EB Ramps CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X 4 1 2 3 X 1.3 0.3 1.3 X X X 0 X 0 X
7:00 AM 0 0 0 0 1 0 0 0 3 0 0 0 4 0 0 0 0 0 0 0 1 0
7:15 AM 0 2 1 0 0 0 0 0 1 0 0 0 4 0 0 0 0 0 0 0 1 0
7:30 AM 0 3 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0
7:45 AM 0 1 0 0 0 0 0 0 1 0 0 0 2 0 0 0 0 0 0 0 1 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
VOLUMES 0 7 1 0 3 0 0 0 5 0 0 0 16 0 0 0 0 0 0 0 3 0
APPROACH % 0% 88% 13% 0% 100% 0% 0% 0% 100% 0% 0% 0%
APP/DEPART 8 / 7 3 / 8 5 / 1 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 5 0 0 0 0 0 0 1 0 0 0 6 0 0 1 0
APPROACH % 0% 100% 0% 0% 0% 0% 0% 0% 100% 0% 0% 0%
PEAK HR FACTOR 0.417 0.000 0.250 0.000 0.500
APP/DEPART 5 / 5 0 / 1 1 / 0 0 / 0 0
4:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
4:15 PM 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 4 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0
APPROACH % 0% 100% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 4 / 4 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Archibald

NORTH SIDE
SR-60 EB Ramps WEST SIDE EAST SIDE SR-60 EB Ramps

SOUTH SIDE
Archibald

U-TURNS RTOR
Archibald Archibald SR-60 EB Ramps SR-60 EB Ramps AM
7:30 AM PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-16
1948
T42321
DATE: LOCATION: PROJECT #: SC3380
Wed, Apr 13, 22 NORTH & SOUTH: LOCATION #: 13
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 3 0 1 3 0 1 2 0 1 2 0 0 0 0 0 0 0 0 0
7:00 AM 48 222 9 23 84 29 26 45 16 15 63 29 609 0 1 0 0 1 1 9 5 9 7:15 AM 52 252 13 23 74 22 23 47 26 13 86 53 684 3 0 0 0 3 1 8 11 12 7:30 AM 56 319 17 30 88 36 42 90 24 19 112 58 891 1 0 0 1 2 2 7 11 13 7:45 AM 76 263 22 48 106 57 36 66 28 24 126 48 900 2 1 0 0 3 0 13 14 6 8:00 AM 75 247 18 54 110 48 31 88 40 19 113 56 899 3 0 0 0 3 1 6 17 20 8:15 AM 48 253 18 28 109 23 23 70 33 23 83 45 756 3 0 0 0 3 0 12 14 22 8:30 AM 63 231 13 19 108 12 23 40 36 21 102 35 703 2 0 0 0 2 2 4 16 14 8:45 AM 78 219 10 31 76 17 14 46 29 17 57 24 618 3 0 0 0 3 0 4 8 8 VOLUMES 496 2,006 120 256 755 244 218 492 232 151 742 348 6,060 17 2 0 1 20 7 63 96 104 APPROACH % 19% 77% 5% 20% 60% 19% 23% 52% 25% 12% 60% 28% APP/DEPART 2,622 / 2,574 1,255 / 1,154 942 / 867 1,241 / 1,465 0

BEGIN PEAK HR
VOLUMES 255 1,082 75 160 413 164 132 314 125 85 434 207 3,446 3 38 56 61 APPROACH % 18% 77% 5% 22% 56% 22% 23% 55% 22% 12% 60% 29% PEAK HR FACTOR 0.901 0.869 0.898 0.917 0.957
APP/DEPART 1,412 / 1,422 737 / 631 571 / 549 726 / 844 0 4:00 PM 60 221 26 50 160 32 29 122 56 28 73 31 888 11 0 0 0 11 3 8 16 15 4:15 PM 73 199 14 57 134 30 29 120 69 27 79 29 860 11 1 0 0 12 0 8 17 7 4:30 PM 70 198 21 48 177 46 37 88 70 21 59 22 857 5 0 0 0 5 3 10 20 11 4:45 PM 72 193 25 53 143 42 56 102 63 29 60 36 874 9 1 0 0 10 3 9 26 11 5:00 PM 44 183 20 60 157 37 39 159 80 22 100 33 934 5 0 0 0 5 2 5 23 8 5:15 PM 59 185 18 50 172 41 36 130 73 28 99 31 922 5 0 0 0 5 1 9 12 7 5:30 PM 64 172 16 67 170 53 50 101 54 37 85 35 904 9 0 0 0 9 2 9 20 15 5:45 PM 59 179 13 61 178 62 34 103 64 25 78 34 890 7 0 1 0 8 2 9 13 18 VOLUMES 501 1,530 153 446 1,291 343 310 925 529 217 633 251 7,129 62 2 1 0 65 16 67 147 92 APPROACH % 23% 70% 7% 21% 62% 16% 18% 52% 30% 20% 57% 23% APP/DEPART 2,184 / 2,092 2,080 / 2,099 1,764 / 1,522 1,101 / 1,416 0

BEGIN PEAK HR
VOLUMES 226 719 67 238 677 193 159 493 271 112 362 133 3,650 7 32 68 48 APPROACH % 22% 71% 7% 21% 61% 17% 17% 53% 29% 18% 60% 22% PEAK HR FACTOR 0.966 0.920 0.830 0.960 0.977
APP/DEPART 1,012 / 1,010 1,108 / 1,086 923 / 798 607 / 756 0 Archibald

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Archibald

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 1 4 1 8 14 1 3 1 7 12 0 1 0 1 2
7:30 AM 1 0 2 0 3 1 0 0 0 1 0 0 2 0 2
7:45 AM 1 1 2 5 9 1 0 2 4 7 0 1 0 1 2
8:00 AM 2 1 0 0 3 1 1 0 0 2 1 0 0 0 1
8:15 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1
8:30 AM 0 0 1 1 2 0 0 0 1 1 0 0 1 0 1
8:45 AM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0
TOTAL 5 6 6 16 33 4 4 3 13 24 1 2 3 3 9
4:00 PM 0 0 2 1 3 0 0 2 1 3 0 0 0 0 0
4:15 PM 0 3 8 1 12 0 3 8 1 12 0 0 0 0 0
4:30 PM 0 4 0 0 4 0 4 0 0 4 0 0 0 0 0
4:45 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0
5:00 PM 0 0 1 3 4 0 0 1 3 4 0 0 0 0 0
5:15 PM 4 4 5 0 13 2 4 5 0 11 2 0 0 0 2
5:30 PM 0 6 5 0 11 0 6 4 0 10 0 0 1 0 1
5:45 PM 1 0 0 1 2 1 0 0 1 2 0 0 0 0 0
TOTAL 5 17 22 6 50 3 17 21 6 47 2 0 1 0 3
RTOR

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Ontario
Archibald
Riverside

U-TURNS
Archibald Archibald Riverside Riverside

BICYCLE CROSSINGS AM PM AM
7:30 AM PM
5:00 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns

3.1-17
1949
3,335 587 2,046 702 TOTAL 4,666
2,080 343 1,291 446 PM 2,092
1,255 244 755 256 AM 2,574 1,241 1,101 2,342 2,881 1,416 1,465 348 251 599 742 633 1,375 TOTAL PMAM151 217 368 528 310 218 AMPM TOTAL 1,417 925 492 761 529 232 867 1,522 2,389 2,706 1,764 942 1,154 AM 496 2,006 120 2,622
2,099 PM 501 1,530 153 2,184
3,253 TOTAL 997 3,536 273 4,806
1,845 357 1,090 398 TOTAL 2,432
1,108 193 677 238 PM 1,010
737 164 413 160 AM 1,422 726 607 1,333 1,600 756 844 207 133 340 434 362 796 TOTAL PMAMAM 7:30 AM 8:45 AM 85 112 197 291 159 132
#N/A AMPM TOTAL 807 493 314 PM 5:00 PM
3:45 PM 396 271 125 549 798 1,347 1,494 923 571
631 AM 255 1,082 75 1,412
1,086 PM 226 719 67 1,012
1,717 Total 481 1,801 142 2,424
Archibald
AimTD LLC

TURNING MOVEMENT COUNTS
Archibald RiversideRiverside
Ontario
SC3380

ALL HOURS
Archibald
Archibald RiversideRiverside

PEAK HOUR

3.1-18
1950
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 13
WEDNESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 3 0 1 3 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 48 195 8 22 58 27 24 39 16 12 60 29 538 0 1 0 0 1 1 9 5 9 7:15 AM 49 214 11 18 56 21 19 45 24 13 81 50 601 3 0 0 0 3 1 8 9 12 7:30 AM 55 286 14 27 71 34 38 84 20 18 108 54 809 1 0 0 1 2 1 7 9 13 7:45 AM 71 232 21 42 87 55 32 63 25 23 122 48 821 2 1 0 0 3 0 12 11 6 8:00 AM 71 219 17 52 96 41 30 85 34 19 109 54 827 3 0 0 0 3 1 3 15 20 8:15 AM 44 213 16 22 87 20 18 67 30 22 78 45 662 3 0 0 0 3 0 11 12 22 8:30 AM 59 197 13 19 82 12 19 37 33 19 98 32 620 1 0 0 0 1 2 4 14 12 8:45 AM 76 195 8 28 58 17 12 42 29 16 54 23 558 3 0 0 0 3 0 4 8 8 VOLUMES 473 1,751 108 230 595 227 192 462 211 142 710 335 5,436 16 2 0 1 19 6 58 83 102 APPROACH % 20% 75% 5% 22% 57% 22% 22% 53% 24% 12% 60% 28% APP/DEPART 2,332 / 2,280 1,052 / 963 865 / 799 1,187 / 1,394 0

BEGIN PEAK HR
VOLUMES 232 950 68 142 341 150 118 299 109 81 417 201 3,119 2 33 47 61 APPROACH % 18% 75% 5% 22% 54% 24% 22% 57% 21% 12% 60% 29% PEAK HR FACTOR 0.887 0.839 0.883 0.907 0.943
APP/DEPART 1,259 / 1,270 634 / 540 526 / 510 700 / 799 0 4:00 PM 60 192 25 50 138 29 25 118 53 25 70 29 814 11 0 0 0 11 2 7 15 14 4:15 PM 72 165 13 55 121 30 26 118 66 27 76 28 797 11 1 0 0 12 0 8 16 6 4:30 PM 70 172 21 47 147 43 35 85 68 20 57 22 787 5 0 0 0 5 3 9 19 11 4:45 PM 69 169 24 50 126 42 54 94 62 28 58 35 811 9 1 0 0 10 3 9 26 10 5:00 PM 42 167 20 58 140 37 36 151 77 22 98 31 879 5 0 0 0 5 2 5 23 8 5:15 PM 59 159 16 49 150 39 33 127 70 28 95 29 854 5 0 0 0 5 1 9 11 7 5:30 PM 63 160 14 66 155 52 48 96 52 36 84 34 860 9 0 0 0 9 2 9 18 15 5:45 PM 59 162 13 60 157 60 32 101 62 24 74 32 836 7 0 0 0 7 2 9 13 16 VOLUMES 494 1,346 146 435 1,134 332 289 890 510 210 612 240 6,638 62 2 0 0 64 15 65 141 87 APPROACH % 25% 68% 7% 23% 60% 17% 17% 53% 30% 20% 58% 23% APP/DEPART 1,986 / 1,877 1,901 / 1,916 1,689 / 1,469 1,062 / 1,376 0

BEGIN PEAK HR
VOLUMES 197 648 63 233 602 188 149 475 261 110 351 126 3,429 7 32 65 46 APPROACH % 21% 69% 7% 23% 59% 18% 17% 54% 29% 19% 60% 21% PEAK HR FACTOR 0.985 0.923 0.838 0.953 0.975
APP/DEPART 934 / 923 1,023 / 999 885 / 771 587 / 736 0
Archibald

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Archibald

U-TURNS RTOR
Archibald Archibald Riverside Riverside AM
7:30 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-19
1951
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 13
WEDNESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 3 0 1 3 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 0 4 0 0 14 2 0 5 0 3 3 0 31 0 0 0 0 0 0 0 0 0
7:15 AM 3 14 0 2 5 0 0 1 2 0 3 2 32 0 0 0 0 0 0 0 2 0
7:30 AM 1 13 2 2 3 2 2 5 2 0 2 2 36 0 0 0 0 0 1 0 1 0
7:45 AM 2 9 1 5 6 1 1 3 3 1 3 0 35 0 0 0 0 0 0 1 3 0
8:00 AM 2 5 1 2 2 5 0 2 2 0 3 1 25 0 0 0 0 0 0 3 1 0
8:15 AM 2 9 2 4 5 3 4 3 2 1 3 0 38 0 0 0 0 0 0 1 1 0
8:30 AM 3 13 0 0 9 0 1 2 2 1 4 3 38 1 0 0 0 1 0 0 2 2
8:45 AM 1 3 2 1 4 0 0 1 0 0 2 1 15 0 0 0 0 0 0 0 0 0
VOLUMES 14 70 8 16 48 13 8 22 13 6 23 9 250 1 0 0 0 1 1 5 10 2 APPROACH % 15% 76% 9% 21% 62% 17% 19% 51% 30% 16% 61% 24% APP/DEPART 92 / 87 77 / 68 43 / 46 38 / 49 0

BEGIN PEAK HR
VOLUMES 7 36 6 13 16 11 7 13 9 2 11 3 134 1 5 6 0
APPROACH % 14% 73% 12% 33% 40% 28% 24% 45% 31% 13% 69% 19% PEAK HR FACTOR 0.766 0.833 0.806 1.000 0.882
APP/DEPART 49 / 46 40 / 27 29 / 32 16 / 29 0
4:00 PM 0 7 1 0 6 3 3 4 2 2 2 2 32 0 0 0 0 0 1 1 1 1
4:15 PM 1 12 0 1 3 0 2 1 2 0 3 1 26 0 0 0 0 0 0 0 0 1
4:30 PM 0 13 0 1 4 1 1 2 2 0 1 0 25 0 0 0 0 0 0 1 1 0
4:45 PM 3 11 1 3 3 0 1 7 1 1 2 1 34 0 0 0 0 0 0 0 0 1
5:00 PM 1 5 0 2 4 0 2 5 2 0 2 2 25 0 0 0 0 0 0 0 0 0
5:15 PM 0 12 2 0 5 2 2 3 2 0 3 2 33 0 0 0 0 0 0 0 1 0
5:30 PM 1 5 0 1 5 1 2 5 2 1 1 1 25 0 0 0 0 0 0 0 2 0
5:45 PM 0 5 0 1 7 2 0 1 2 1 4 2 25 0 0 0 0 0 0 0 0 2
VOLUMES 6 70 4 9 37 9 13 28 15 5 18 11 225 0 0 0 0 0 1 2 5 5 APPROACH % 8% 88% 5% 16% 67% 16% 23% 50% 27% 15% 53% 32% APP/DEPART 80 / 94 55 / 57 56 / 41 34 / 33 0

BEGIN PEAK HR
VOLUMES 2 27 2 4 21 5 6 14 8 2 10 7 108 0 0 3 2
APPROACH % 6% 87% 6% 13% 70% 17% 21% 50% 29% 11% 53% 37% PEAK HR FACTOR 0.554 0.750 0.778 0.679 0.818
APP/DEPART 31 / 40 30 / 31 28 / 20 19 / 17 0
Archibald

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Archibald

U-TURNS RTOR
Archibald Archibald Riverside Riverside AM
7:30 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-20
1952
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 13
WEDNESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 3 0 1 3 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 0 7 0 1 5 0 0 0 0 0 0 0 13 0 0 0 0 0 0 0 0 0
7:15 AM 0 9 0 2 8 0 1 1 0 0 0 0 21 0 0 0 0 0 0 0 0 0
7:30 AM 0 5 0 0 6 0 1 0 0 0 1 1 14 0 0 0 0 0 0 0 0 0
7:45 AM 0 8 0 1 4 1 0 0 0 0 0 0 14 0 0 0 0 0 0 0 0 0
8:00 AM 1 3 0 0 4 1 0 0 1 0 0 1 11 0 0 0 0 0 0 0 0 0
8:15 AM 0 5 0 1 4 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0
8:30 AM 0 5 0 0 3 0 1 0 1 0 0 0 10 0 0 0 0 0 0 0 0 0
8:45 AM 0 9 0 1 5 0 1 1 0 1 1 0 19 0 0 0 0 0 0 0 0 0
VOLUMES 1 51 0 6 39 2 4 2 2 1 2 2 112 0 0 0 0 0 0 0 0 0 APPROACH % 2% 98% 0% 13% 83% 4% 50% 25% 25% 20% 40% 40% APP/DEPART 52 / 57 47 / 42 8 / 8 5 / 5 0

BEGIN PEAK HR
VOLUMES 1 21 0 2 18 2 1 0 1 0 1 2 49 0 0 0 0
APPROACH % 5% 95% 0% 9% 82% 9% 50% 0% 50% 0% 33% 67%
PEAK HR FACTOR 0.688 0.917 0.500 0.375 0.875
APP/DEPART 22 / 24 22 / 19 2 / 2 3 / 4 0
4:00 PM 0 7 0 0 4 0 0 0 0 1 1 0 13 0 0 0 0 0 0 0 0 0
4:15 PM 0 12 1 1 4 0 1 1 0 0 0 0 20 0 0 0 0 0 0 0 0 0
4:30 PM 0 3 0 0 7 0 0 0 0 0 1 0 11 0 0 0 0 0 0 0 0 0
4:45 PM 0 3 0 0 0 0 1 1 0 0 0 0 5 0 0 0 0 0 0 0 0 0
5:00 PM 0 7 0 0 3 0 0 1 1 0 0 0 12 0 0 0 0 0 0 0 0 0
5:15 PM 0 4 0 0 7 0 1 0 1 0 0 0 13 0 0 0 0 0 0 0 0 0
5:30 PM 0 2 2 0 1 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0
5:45 PM 0 1 0 0 4 0 1 1 0 0 0 0 7 0 0 0 0 0 0 0 0 0
VOLUMES 0 39 3 1 30 0 4 4 2 1 2 0 86 0 0 0 0 0 0 0 0 0
APPROACH % 0% 93% 7% 3% 97% 0% 40% 40% 20% 33% 67% 0%
APP/DEPART 42 / 43 31 / 33 10 / 8 3 / 2 0

BEGIN PEAK HR
VOLUMES 0 14 2 0 15 0 2 2 2 0 0 0 37 0 0 0 0
APPROACH % 0% 88% 13% 0% 100% 0% 33% 33% 33% 0% 0% 0%
PEAK HR FACTOR 0.571 0.536 0.750 0.000 0.712
APP/DEPART 16 / 16 15 / 17 6 / 4 0 / 0 0
Archibald

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Archibald

U-TURNS RTOR
Archibald Archibald Riverside Riverside AM
7:30 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-21
1953
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 13
WEDNESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 3 0 1 3 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 0 15 1 0 4 0 2 0 0 0 0 0 22 0 0 0 0 0 0 0 0 0
7:15 AM 0 13 1 0 4 1 2 0 0 0 0 1 22 0 0 0 0 0 0 0 0 0
7:30 AM 0 13 0 1 8 0 1 0 1 0 0 0 24 0 0 0 0 0 0 0 1 0
7:45 AM 0 14 0 0 8 0 3 0 0 0 0 0 25 0 0 0 0 0 0 0 0 0
8:00 AM 0 20 0 0 8 1 1 0 1 0 0 0 31 0 0 0 0 0 0 0 0 0
8:15 AM 0 26 0 1 13 0 1 0 1 0 1 0 43 0 0 0 0 0 0 0 1 0
8:30 AM 1 16 0 0 14 0 2 0 0 1 0 0 34 0 0 0 0 0 0 0 0 0
8:45 AM 0 12 0 1 9 0 1 1 0 0 0 0 24 0 0 0 0 0 0 0 0 0
VOLUMES 1 129 2 3 68 2 13 1 3 1 1 1 225 0 0 0 0 0 0 0 2 0 APPROACH % 1% 98% 2% 4% 93% 3% 76% 6% 18% 33% 33% 33%
APP/DEPART 132 / 143 73 / 72 17 / 6 3 / 4 0

BEGIN PEAK HR
VOLUMES 0 73 0 2 37 1 6 0 3 0 1 0 123 0 0 2 0
APPROACH % 0% 100% 0% 5% 93% 3% 67% 0% 33% 0% 100% 0%
PEAK HR FACTOR 0.702 0.714 0.750 0.250 0.715
APP/DEPART 73 / 79 40 / 40 9 / 2 1 / 2 0
4:00 PM 0 14 0 0 12 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0
4:15 PM 0 9 0 0 6 0 0 0 0 0 0 0 15 0 0 0 0 0 0 0 0 0
4:30 PM 0 10 0 0 19 2 1 1 0 1 0 0 34 0 0 0 0 0 0 0 0 0
4:45 PM 0 10 0 0 14 0 0 0 0 0 0 0 24 0 0 0 0 0 0 0 0 0
5:00 PM 0 4 0 0 10 0 1 2 0 0 0 0 17 0 0 0 0 0 0 0 0 0
5:15 PM 0 10 0 1 10 0 0 0 0 0 1 0 22 0 0 0 0 0 0 0 0 0
5:30 PM 0 5 0 0 9 0 0 0 0 0 0 0 14 0 0 0 0 0 0 0 0 0
5:45 PM 0 11 0 0 10 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0
VOLUMES 0 73 0 1 90 2 2 3 0 1 1 0 173 0 0 0 0 0 0 0 0 0 APPROACH % 0% 100% 0% 1% 97% 2% 40% 60% 0% 50% 50% 0%
APP/DEPART 73 / 75 93 / 91 5 / 4 2 / 3 0

BEGIN PEAK HR
VOLUMES 0 30 0 1 39 0 1 2 0 0 1 0 74 0 0 0 0
APPROACH % 0% 100% 0% 3% 98% 0% 33% 67% 0% 0% 100% 0%
PEAK HR FACTOR 0.682 0.909 0.250 0.250 0.841
APP/DEPART 30 / 31 40 / 39 3 / 3 1 / 1 0
Archibald

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Archibald

U-TURNS RTOR
Archibald Archibald Riverside Riverside AM
7:30 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-22
1954
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 13
WEDNESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 3 0 1 3 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Archibald

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Archibald

U-TURNS RTOR
Archibald Archibald Riverside Riverside AM
7:30 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-23
1955
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 13
WEDNESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 3 0 1 3 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 0 1 0 0 3 0 0 1 0 0 0 0 5 0 0 0 0 0 0 0 0 0
7:15 AM 0 2 1 1 1 0 1 0 0 0 2 0 8 0 0 0 0 0 0 0 0 0
7:30 AM 0 2 1 0 0 0 0 1 1 1 1 1 8 0 0 0 0 0 0 0 0 0
7:45 AM 3 0 0 0 1 0 0 0 0 0 1 0 5 0 0 0 0 0 0 0 0 0
8:00 AM 1 0 0 0 0 0 0 1 2 0 1 0 5 0 0 0 0 0 0 0 1 0
8:15 AM 2 0 0 0 0 0 0 0 0 0 1 0 3 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:45 AM 1 0 0 0 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0
VOLUMES 7 5 2 1 5 0 1 5 3 1 6 1 37 0 0 0 0 0 0 0 1 0
APPROACH % 50% 36% 14% 17% 83% 0% 11% 56% 33% 13% 75% 13% APP/DEPART 14 / 7 6 / 9 9 / 8 8 / 13 0

BEGIN PEAK HR
VOLUMES 6 2 1 0 1 0 0 2 3 1 4 1 21 0 0 1 0
APPROACH % 67% 22% 11% 0% 100% 0% 0% 40% 60% 17% 67% 17% PEAK HR FACTOR 0.750 0.250 0.417 0.500 0.656
APP/DEPART 9 / 3 1 / 5 5 / 3 6 / 10 0
4:00 PM 0 1 0 0 0 0 1 0 1 0 0 0 3 0 0 0 0 0 0 0 0 0
4:15 PM 0 1 0 0 0 0 0 0 1 0 0 0 2 0 0 0 0 0 0 0 1 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 1 2 0 0 0 0 1 0 2 0 0 0 6 0 0 0 0 0 0 0 1 0
APPROACH % 33% 67% 0% 0% 0% 0% 33% 0% 67% 0% 0% 0%
APP/DEPART 3 / 3 0 / 2 3 / 0 0 / 1 0

BEGIN PEAK HR
VOLUMES 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0
APPROACH % 100% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.250 0.000 0.000 0.000 0.250
APP/DEPART 1 / 0 0 / 0 0 / 0 0 / 1 0
Archibald

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Archibald

U-TURNS RTOR
Archibald Archibald Riverside Riverside AM
7:30 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-24
1956
T42321
DATE: LOCATION: PROJECT #: SC3380
Wed, Apr 13, 22 NORTH & SOUTH: LOCATION #: 14
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 3 0 1 2 0 1 1 0 1 1 1 0 0 0 0 0 0 0 0
7:00 AM 25 222 2 6 90 13 18 7 11 3 16 25 438 1 0 0 1 2 1 0 1 13 7:15 AM 24 277 13 9 101 12 19 11 13 2 25 31 537 2 0 0 0 2 2 1 1 13 7:30 AM 46 311 33 17 100 16 15 25 7 11 32 42 655 6 0 0 0 6 2 0 1 16 7:45 AM 52 270 43 11 122 8 21 15 16 54 32 56 700 6 0 0 0 6 5 1 3 21 8:00 AM 23 209 6 10 126 14 12 18 10 13 14 43 498 3 0 0 0 3 0 5 2 25 8:15 AM 22 271 3 10 146 9 17 8 10 1 18 26 541 4 0 0 0 4 0 1 1 18 8:30 AM 18 273 0 10 127 8 11 7 10 2 17 13 496 2 0 0 0 2 0 2 6 9 8:45 AM 16 243 2 3 116 10 11 6 8 2 12 13 442 3 0 0 0 3 1 3 4 6 VOLUMES 226 2,076 102 76 928 90 124 97 85 88 166 249 4,307 27 0 0 1 28 11 13 19 121 APPROACH % 9% 86% 4% 7% 85% 8% 41% 32% 28% 17% 33% 50%
APP/DEPART 2,404 / 2,449 1,094 / 1,127 306 / 276 503 / 455 0

BEGIN PEAK HR
VOLUMES 143 1,061 85 48 494 47 65 66 43 79 96 167 2,394 7 7 7 80 APPROACH % 11% 82% 7% 8% 84% 8% 37% 38% 25% 23% 28% 49% PEAK HR FACTOR 0.826 0.892 0.837 0.602 0.855
APP/DEPART 1,289 / 1,293 589 / 635 174 / 199 342 / 267 0 4:00 PM 22 226 3 18 219 13 30 59 23 4 8 14 639 4 0 0 0 4 0 1 9 8 4:15 PM 18 237 4 21 179 10 39 43 22 1 10 19 603 2 0 0 0 2 0 1 4 10 4:30 PM 27 178 4 18 218 12 32 59 39 3 21 9 620 4 0 0 0 4 0 0 8 5 4:45 PM 18 207 7 11 186 11 35 59 36 1 10 13 594 4 0 0 0 4 1 2 3 8 5:00 PM 25 203 3 27 211 13 15 50 34 1 16 13 611 3 0 0 0 3 0 0 3 5 5:15 PM 16 184 3 19 222 16 39 61 25 2 9 16 612 2 1 0 0 3 0 0 6 9 5:30 PM 15 187 7 18 211 16 33 49 27 1 10 24 598 0 0 0 0 0 2 0 7 13 5:45 PM 21 167 4 17 196 14 22 42 27 4 17 19 550 4 1 0 0 5 0 5 3 6 VOLUMES 162 1,589 35 149 1,642 105 245 422 233 17 101 127 4,827 23 2 0 0 25 3 9 43 64 APPROACH % 9% 89% 2% 8% 87% 6% 27% 47% 26% 7% 41% 52%
APP/DEPART 1,786 / 1,963 1,896 / 1,915 900 / 604 245 / 345 0

BEGIN PEAK HR
VOLUMES 85 848 18 68 802 46 136 220 120 9 49 55 2,456 1 4 24 31 APPROACH % 9% 89% 2% 7% 88% 5% 29% 46% 25% 8% 43% 49%
PEAK HR FACTOR 0.918 0.916 0.915 0.856 0.961
APP/DEPART 951 / 1,039 916 / 945 476 / 306 113 / 166 0
Archibald

NORTH SIDE
Chino WEST SIDE EAST SIDE Chino

SOUTH SIDE
Archibald

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1
7:30 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 3 0 1 0 4 2 0 1 0 3 1 0 0 0 1
TOTAL 4 1 1 1 7 2 0 1 0 3 2 1 0 1 4
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 2 0 2 0 0 1 0 1 0 0 1 0 1
4:30 PM 3 0 0 0 3 2 0 0 0 2 1 0 0 0 1
4:45 PM 2 0 1 0 3 2 0 1 0 3 0 0 0 0 0
5:00 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1
5:45 PM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0
TOTAL 9 0 3 0 12 7 0 2 0 9 2 0 1 0 3

BICYCLE CROSSINGS AM PM AM
7:30 AM PM
4:00 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
RTOR

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Ontario
Archibald
Chino

U-TURNS
Archibald Archibald Chino Chino Add U-Turns to Left Turns

3.1-25
1957
2,990 195 2,570 225 TOTAL 4,412
1,896 105 1,642 149 PM 1,963
1,094 90 928 76 AM 2,449 503 245 748 800 345 455 249 127 376 166 101 267 TOTAL PMAM88 17 105 369 245 124 AMPM TOTAL 519 422 97 318 233 85 276 604 880 1,206 900 306 1,127 AM 226 2,076 102 2,404
1,915 PM 162 1,589 35 1,786
3,042 TOTAL 388 3,665 137 4,190
1,505 93 1,296 116 TOTAL 2,332
916 46 802 68 PM 1,039
589 47 494 48 AM 1,293 342 113 455 433 166 267 167 55 222 96 49 145 TOTAL PMAMAM 7:30 AM 8:45 AM 79 9 88 201 136 65
#N/A AMPM TOTAL 286 220 66 PM 4:00 PM
3:45 PM 163 120 43 199 306 505 650 476 174
635 AM 143 1,061 85 1,289
945 PM 85 848 18 951
1,580 Total 228 1,909 103 2,240
Archibald
AimTD LLC

TURNING MOVEMENT COUNTS
Archibald ChinoChino
Ontario
SC3380

ALL HOURS
Archibald
Archibald ChinoChino

PEAK HOUR

3.1-26
1958
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 14
WEDNESDAY EAST & WEST: Chino CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 3 0 1 2 0 1 1 0 1 1 1 0 0 0 0
7:00 AM 21 200 2 5 72 6 7 7 7 3 15 25 370 1 0 0 1 2 1 0 1 13 7:15 AM 21 250 12 7 83 8 6 9 12 2 25 30 465 1 0 0 0 1 2 1 1 12 7:30 AM 44 282 32 15 83 10 9 23 7 11 31 39 586 6 0 0 0 6 2 0 1 14 7:45 AM 51 239 43 11 107 7 12 13 14 54 31 53 635 6 0 0 0 6 5 1 3 21 8:00 AM 22 189 6 9 108 10 3 16 9 12 13 42 439 3 0 0 0 3 0 4 2 24 8:15 AM 17 240 3 9 125 5 9 8 9 1 17 25 468 4 0 0 0 4 0 1 1 17 8:30 AM 15 248 0 10 100 6 4 7 9 2 17 12 430 2 0 0 0 2 0 2 6 8 8:45 AM 12 224 2 3 98 4 2 4 6 2 12 13 382 2 0 0 0 2 1 0 2 6 VOLUMES 203 1,872 100 69 776 56 52 87 73 87 161 239 3,775 25 0 0 1 26 11 9 17 115 APPROACH % 9% 86% 5% 8% 86% 6% 25% 41% 34% 18% 33% 49%
APP/DEPART 2,175 / 2,163 901 / 960 212 / 257 487 / 395 0

BEGIN PEAK HR
VOLUMES 115 950 84 44 423 32 33 60 39 78 92 159 2,128 7 6 7 76 APPROACH % 10% 81% 7% 9% 85% 6% 25% 45% 30% 24% 28% 48% PEAK HR FACTOR 0.816 0.897 0.846 0.596 0.838
APP/DEPART 1,168 / 1,142 499 / 559 132 / 188 329 / 239 0 4:00 PM 20 203 3 18 194 10 25 55 22 3 7 14 574 4 0 0 0 4 0 1 9 8 4:15 PM 16 210 4 21 164 6 30 42 20 1 8 18 540 2 0 0 0 2 0 1 4 10 4:30 PM 25 162 4 17 191 9 26 59 36 3 21 8 561 4 0 0 0 4 0 0 7 5 4:45 PM 16 186 5 11 171 9 33 53 35 1 9 11 540 3 0 0 0 3 1 2 3 7 5:00 PM 23 186 3 27 192 13 14 48 33 1 16 13 569 3 0 0 0 3 0 0 3 5 5:15 PM 15 167 3 19 208 13 33 57 23 2 8 14 562 2 1 0 0 3 0 0 5 7 5:30 PM 15 178 7 17 196 13 28 48 27 1 9 24 563 0 0 0 0 0 2 0 7 13 5:45 PM 20 151 4 17 177 10 19 40 25 4 17 19 503 4 1 0 0 5 0 2 3 6 VOLUMES 150 1,443 33 147 1,493 83 208 402 221 16 95 121 4,412 22 2 0 0 24 3 6 41 61 APPROACH % 9% 89% 2% 9% 87% 5% 25% 48% 27% 7% 41% 52%
APP/DEPART 1,626 / 1,774 1,723 / 1,752 831 / 580 232 / 306 0

BEGIN PEAK HR
VOLUMES 64 761 16 67 720 34 114 209 113 8 45 51 2,215 1 4 23 30 APPROACH % 7% 89% 2% 8% 88% 4% 26% 48% 26% 8% 43% 49%
PEAK HR FACTOR 0.928 0.925 0.901 0.813 0.965
APP/DEPART 854 / 926 821 / 854 436 / 292 104 / 143 0
Archibald

NORTH SIDE
Chino WEST SIDE EAST SIDE Chino

SOUTH SIDE
Archibald AM
7:30 AM PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Archibald Archibald Chino Chino

3.1-27
1959
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 14
WEDNESDAY EAST & WEST: Chino CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 3 0 1 2 0 1 1 0 1 1 1 0 0 0 0
7:00 AM 2 7 0 0 8 4 2 0 3 0 1 0 27 0 0 0 0 0 0 0 0 0
7:15 AM 1 14 0 1 7 1 1 1 1 0 0 1 28 1 0 0 0 1 0 0 0 1
7:30 AM 0 12 1 0 3 1 1 2 0 0 1 2 23 0 0 0 0 0 0 0 0 1
7:45 AM 0 11 0 0 4 0 1 1 1 0 0 1 19 0 0 0 0 0 0 0 0 0
8:00 AM 1 4 0 0 6 0 2 2 0 1 1 0 17 0 0 0 0 0 0 0 0 0
8:15 AM 2 7 0 0 7 0 0 0 0 0 0 1 17 0 0 0 0 0 0 0 0 1
8:30 AM 2 10 0 0 13 0 0 0 1 0 0 1 27 0 0 0 0 0 0 0 0 1
8:45 AM 2 10 0 0 4 0 0 2 1 0 0 0 19 1 0 0 0 1 0 0 1 0
VOLUMES 10 75 1 1 52 6 7 8 7 1 3 6 177 2 0 0 0 2 0 0 1 4 APPROACH % 12% 87% 1% 2% 88% 10% 32% 36% 32% 10% 30% 60% APP/DEPART 86 / 88 59 / 62 22 / 10 10 / 17 0

BEGIN PEAK HR
VOLUMES 3 34 1 0 20 1 4 5 1 1 2 4 76 0 0 0 2
APPROACH % 8% 89% 3% 0% 95% 5% 40% 50% 10% 14% 29% 57%
PEAK HR FACTOR 0.731 0.750 0.625 0.583 0.826
APP/DEPART 38 / 42 21 / 22 10 / 6 7 / 6 0
4:00 PM 1 6 0 0 9 0 1 2 0 1 1 0 21 0 0 0 0 0 0 0 0 0
4:15 PM 1 15 0 0 4 2 4 0 1 0 1 0 28 0 0 0 0 0 0 0 0 0
4:30 PM 0 6 0 0 6 0 2 0 2 0 0 1 17 0 0 0 0 0 0 0 1 0
4:45 PM 2 9 1 0 3 0 1 5 1 0 0 1 23 1 0 0 0 1 0 0 0 1
5:00 PM 1 6 0 0 4 0 0 1 0 0 0 0 12 0 0 0 0 0 0 0 0 0
5:15 PM 0 7 0 0 1 0 3 4 1 0 1 1 18 0 0 0 0 0 0 0 0 1
5:30 PM 0 1 0 1 6 1 2 1 0 0 1 0 13 0 0 0 0 0 0 0 0 0
5:45 PM 0 4 0 0 9 1 0 2 2 0 0 0 18 0 0 0 0 0 0 1 0 0
VOLUMES 5 54 1 1 42 4 13 15 7 1 4 3 150 1 0 0 0 1 0 1 1 2 APPROACH % 8% 90% 2% 2% 89% 9% 37% 43% 20% 13% 50% 38%
APP/DEPART 60 / 70 47 / 51 35 / 17 8 / 12 0

BEGIN PEAK HR
VOLUMES 3 36 1 0 22 2 8 7 4 1 2 2 89 0 0 1 1
APPROACH % 7% 88% 2% 0% 92% 8% 42% 37% 21% 20% 40% 40%
PEAK HR FACTOR 0.641 0.667 0.679 0.625 0.795
APP/DEPART 41 / 46 24 / 28 19 / 8 5 / 7 0
Archibald

NORTH SIDE
Chino WEST SIDE EAST SIDE Chino

SOUTH SIDE
Archibald AM
7:30 AM PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Archibald Archibald Chino Chino

3.1-28
1960
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 14
WEDNESDAY EAST & WEST: Chino CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 3 0 1 2 0 1 1 0 1 1 1 0 0 0 0
7:00 AM 0 2 0 0 3 3 1 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0
7:15 AM 2 8 0 1 5 3 0 0 0 0 0 0 19 0 0 0 0 0 0 0 0 0
7:30 AM 0 5 0 0 3 3 2 0 0 0 0 0 13 0 0 0 0 0 0 0 0 0
7:45 AM 0 3 0 0 4 1 2 1 1 0 0 0 12 0 0 0 0 0 0 0 0 0
8:00 AM 0 1 0 0 5 1 3 0 1 0 0 0 11 0 0 0 0 0 0 1 0 0
8:15 AM 0 3 0 1 3 0 2 0 0 0 1 0 10 0 0 0 0 0 0 0 0 0
8:30 AM 0 4 0 0 3 1 5 0 0 0 0 0 13 0 0 0 0 0 0 0 0 0
8:45 AM 0 4 0 0 4 5 6 0 1 0 0 0 20 0 0 0 0 0 0 2 1 0
VOLUMES 2 30 0 2 30 17 21 1 3 0 1 0 107 0 0 0 0 0 0 3 1 0 APPROACH % 6% 94% 0% 4% 61% 35% 84% 4% 12% 0% 100% 0%
APP/DEPART 32 / 51 49 / 33 25 / 3 1 / 20 0

BEGIN PEAK HR
VOLUMES 0 12 0 1 15 5 9 1 2 0 1 0 46 0 1 0 0
APPROACH % 0% 100% 0% 5% 71% 24% 75% 8% 17% 0% 100% 0%
PEAK HR FACTOR 0.600 0.875 0.750 0.250 0.885
APP/DEPART 12 / 21 21 / 17 12 / 2 1 / 6 0
4:00 PM 0 6 0 0 5 1 3 1 0 0 0 0 16 0 0 0 0 0 0 0 0 0
4:15 PM 1 5 0 0 3 1 2 0 0 0 1 1 14 0 0 0 0 0 0 0 0 0
4:30 PM 2 3 0 0 3 1 2 0 0 0 0 0 11 0 0 0 0 0 0 0 0 0
4:45 PM 0 3 0 0 1 0 0 0 0 0 1 1 6 0 0 0 0 0 0 0 0 0
5:00 PM 0 6 0 0 4 0 1 1 0 0 0 0 12 0 0 0 0 0 0 0 0 0
5:15 PM 0 1 0 0 2 3 1 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0
5:30 PM 0 2 0 0 0 1 2 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 3 0 1 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0
VOLUMES 3 26 0 0 21 7 12 2 0 0 2 2 75 0 0 0 0 0 0 0 0 0 APPROACH % 10% 90% 0% 0% 75% 25% 86% 14% 0% 0% 50% 50%
APP/DEPART 29 / 40 28 / 21 14 / 2 4 / 12 0

BEGIN PEAK HR
VOLUMES 3 17 0 0 12 3 7 1 0 0 2 2 47 0 0 0 0
APPROACH % 15% 85% 0% 0% 80% 20% 88% 13% 0% 0% 50% 50%
PEAK HR FACTOR 0.833 0.625 0.500 0.500 0.734
APP/DEPART 20 / 26 15 / 12 8 / 1 4 / 8 0
Archibald

NORTH SIDE
Chino WEST SIDE EAST SIDE Chino

SOUTH SIDE
Archibald AM
7:30 AM PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Archibald Archibald Chino Chino

3.1-29
1961
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 14
WEDNESDAY EAST & WEST: Chino CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 3 0 1 2 0 1 1 0 1 1 1 0 0 0 0
7:00 AM 0 12 0 0 5 0 8 0 1 0 0 0 26 0 0 0 0 0 0 0 0 0
7:15 AM 0 3 0 0 5 0 12 1 0 0 0 0 21 0 0 0 0 0 0 0 0 0
7:30 AM 2 11 0 1 10 2 3 0 0 0 0 0 29 0 0 0 0 0 0 0 0 0
7:45 AM 1 16 0 0 7 0 5 0 0 0 1 1 31 0 0 0 0 0 0 0 0 0
8:00 AM 0 15 0 0 6 3 4 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0
8:15 AM 2 18 0 0 11 4 6 0 1 0 0 0 42 0 0 0 0 0 0 0 0 0
8:30 AM 1 11 0 0 11 1 2 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0
8:45 AM 2 3 0 0 9 1 3 0 0 0 0 0 18 0 0 0 0 0 0 1 0 0
VOLUMES 8 89 0 1 64 11 43 1 2 0 1 1 221 0 0 0 0 0 0 1 0 0 APPROACH % 8% 92% 0% 1% 84% 14% 93% 2% 4% 0% 50% 50%
APP/DEPART 97 / 133 76 / 66 46 / 2 2 / 20 0

BEGIN PEAK HR
VOLUMES 5 60 0 1 34 9 18 0 1 0 1 1 130 0 0 0 0
APPROACH % 8% 92% 0% 2% 77% 20% 95% 0% 5% 0% 50% 50%
PEAK HR FACTOR 0.813 0.733 0.679 0.250 0.774
APP/DEPART 65 / 79 44 / 35 19 / 1 2 / 15 0
4:00 PM 1 9 0 0 10 2 1 1 1 0 0 0 25 0 0 0 0 0 0 0 0 0
4:15 PM 0 7 0 0 8 1 3 1 1 0 0 0 21 0 0 0 0 0 0 0 0 0
4:30 PM 0 7 0 0 18 2 2 0 1 0 0 0 30 0 0 0 0 0 0 0 0 0
4:45 PM 0 8 1 0 11 2 1 1 0 0 0 0 24 0 0 0 0 0 0 0 0 0
5:00 PM 1 5 0 0 11 0 0 0 1 0 0 0 18 0 0 0 0 0 0 0 0 0
5:15 PM 1 9 0 0 11 0 2 0 0 0 0 1 24 0 0 0 0 0 0 0 0 1
5:30 PM 0 6 0 0 9 1 1 0 0 0 0 0 17 0 0 0 0 0 0 0 0 0
5:45 PM 1 12 0 0 7 3 2 0 0 0 0 0 25 0 0 0 0 0 0 2 0 0
VOLUMES 4 63 1 0 85 11 12 3 4 0 0 1 184 0 0 0 0 0 0 2 0 1 APPROACH % 6% 93% 1% 0% 89% 11% 63% 16% 21% 0% 0% 100%
APP/DEPART 68 / 76 96 / 89 19 / 4 1 / 15 0

BEGIN PEAK HR
VOLUMES 1 31 1 0 47 7 7 3 3 0 0 0 100 0 0 0 0
APPROACH % 3% 94% 3% 0% 87% 13% 54% 23% 23% 0% 0% 0%
PEAK HR FACTOR 0.825 0.675 0.650 0.000 0.833
APP/DEPART 33 / 38 54 / 50 13 / 4 0 / 8 0
Archibald

NORTH SIDE
Chino WEST SIDE EAST SIDE Chino

SOUTH SIDE
Archibald AM
7:30 AM PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Archibald Archibald Chino Chino

3.1-30
1962
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 14
WEDNESDAY EAST & WEST: Chino CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 3 0 1 2 0 1 1 0 1 1 1 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Archibald

NORTH SIDE
Chino WEST SIDE EAST SIDE Chino

SOUTH SIDE
Archibald AM
7:30 AM PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Archibald Archibald Chino Chino

3.1-31
1963
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 14
WEDNESDAY EAST & WEST: Chino CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 3 0 1 2 0 1 1 0 1 1 1 0 0 0 0
7:00 AM 2 1 0 1 2 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0
7:15 AM 0 2 1 0 1 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0
7:30 AM 0 1 0 1 1 0 0 0 0 0 0 1 4 0 0 0 0 0 0 0 0 1
7:45 AM 0 1 0 0 0 0 1 0 0 0 0 1 3 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 1 1 0 0 0 0 0 0 1 3 0 0 0 0 0 0 0 0 1
8:15 AM 1 3 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 2 0 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0
VOLUMES 3 10 1 3 6 0 1 0 0 0 0 3 27 0 0 0 0 0 0 0 0 2
APPROACH % 21% 71% 7% 33% 67% 0% 100% 0% 0% 0% 0% 100%
APP/DEPART 14 / 14 9 / 6 1 / 4 3 / 3 0

BEGIN PEAK HR
VOLUMES 1 5 0 2 2 0 1 0 0 0 0 3 14 0 0 0 2
APPROACH % 17% 83% 0% 50% 50% 0% 100% 0% 0% 0% 0% 100%
PEAK HR FACTOR 0.375 0.500 0.250 0.750 0.875
APP/DEPART 6 / 9 4 / 2 1 / 2 3 / 1 0
4:00 PM 0 2 0 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
4:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 3 0 1 1 0 0 0 1 0 0 0 6 0 0 0 0 0 0 0 1 0
APPROACH % 0% 100% 0% 50% 50% 0% 0% 0% 100% 0% 0% 0%
APP/DEPART 3 / 3 2 / 2 1 / 1 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 3 0 1 1 0 0 0 0 0 0 0 5 0 0 0 0
APPROACH % 0% 100% 0% 50% 50% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.375 0.500 0.000 0.000 0.417
APP/DEPART 3 / 3 2 / 1 0 / 1 0 / 0 0
Archibald

NORTH SIDE
Chino WEST SIDE EAST SIDE Chino

SOUTH SIDE
Archibald AM
7:30 AM PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Archibald Archibald Chino Chino

3.1-32
1964
T42321
DATE: LOCATION: PROJECT #: SC3380
Wed, Apr 13, 22 NORTH & SOUTH: LOCATION #: 15
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X 3 0 1 2 X X X X 1 X 1 0 0 0 0 0 X X 0
7:00 AM 0 214 1 2 103 0 0 0 0 4 0 23 347 0 1 0 0 1 0 0 0 9 7:15 AM 0 340 7 3 104 0 0 0 0 9 0 16 479 1 7 0 0 8 1 0 0 11 7:30 AM 0 282 8 3 106 0 0 0 0 5 0 14 418 0 4 0 0 4 0 0 0 10 7:45 AM 0 311 10 19 175 0 0 0 0 8 0 22 545 0 3 0 0 3 0 0 0 15 8:00 AM 0 216 2 3 136 0 0 0 0 6 0 9 372 0 11 0 0 11 0 0 0 8 8:15 AM 0 335 5 13 191 0 0 0 0 8 0 19 571 0 6 0 0 6 1 0 0 12 8:30 AM 0 266 2 7 134 0 0 0 0 4 0 11 424 2 4 0 0 6 0 0 0 7 8:45 AM 0 232 2 5 125 0 0 0 0 6 0 6 376 1 1 0 0 2 0 0 0 3 VOLUMES 0 2,196 37 55 1,074 0 0 0 0 50 0 120 3,573 4 37 0 0 41 2 0 0 75 APPROACH % 0% 98% 2% 5% 92% 0% 0% 0% 0% 29% 0% 71%
APP/DEPART 2,237 / 2,353 1,166 / 1,128 0 / 92 170 / 0 0

BEGIN PEAK HR
VOLUMES 0 1,128 19 42 636 0 0 0 0 26 0 61 1,938 1 0 0 42 APPROACH % 0% 98% 2% 6% 91% 0% 0% 0% 0% 30% 0% 70%
PEAK HR FACTOR 0.845 0.836 0.000 0.725 0.840
APP/DEPART 1,149 / 1,213 702 / 664 0 / 61 87 / 0 0
4:00 PM 0 237 5 11 195 0 0 0 0 2 0 8 458 1 14 0 0 15 0 0 0 6 4:15 PM 0 231 1 13 193 0 0 0 0 3 0 8 449 0 6 0 0 6 0 0 0 4 4:30 PM 0 194 1 6 252 0 0 0 0 3 0 2 458 3 13 0 0 16 0 0 0 1 4:45 PM 0 229 4 13 212 0 0 0 0 1 0 2 461 1 8 0 0 9 1 0 0 0 5:00 PM 0 229 5 12 245 0 0 0 0 2 0 3 496 0 11 0 0 11 1 0 0 1 5:15 PM 0 173 2 16 225 0 0 0 0 2 0 7 425 1 9 0 0 10 0 0 0 4 5:30 PM 0 206 6 12 217 0 0 0 0 3 0 8 452 0 8 0 0 8 0 0 0 4 5:45 PM 0 180 1 9 212 0 0 0 0 4 0 13 419 1 8 0 0 9 0 0 0 4 VOLUMES 0 1,679 25 92 1,751 0 0 0 0 20 0 51 3,702 7 77 0 0 84 2 0 0 24 APPROACH % 0% 98% 1% 5% 91% 0% 0% 0% 0% 28% 0% 72%
APP/DEPART 1,711 / 1,807 1,920 / 1,778 0 / 117 71 / 0 0

BEGIN PEAK HR
VOLUMES 0 883 11 44 902 0 0 0 0 9 0 15 1,906 2 0 0 6
APPROACH % 0% 98% 1% 4% 92% 0% 0% 0% 0% 38% 0% 63%
PEAK HR FACTOR 0.959 0.908 0.000 0.545 0.940
APP/DEPART 898 / 936 984 / 915 0 / 55 24 / 0 0
Archibald

NORTH SIDE
Schaefer WEST SIDE EAST SIDE Schaefer

SOUTH SIDE
Archibald

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1
7:45 AM 2 1 0 0 3 2 0 0 0 2 0 1 0 0 1
8:00 AM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 2 0 0 0 2 1 0 0 0 1 1 0 0 0 1
8:45 AM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1
TOTAL 6 2 0 0 8 3 0 0 0 3 3 2 0 0 5
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 2 0 0 0 2 1 0 0 0 1 1 0 0 0 1
5:45 PM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0
TOTAL 7 0 0 0 7 5 0 0 0 5 2 0 0 0 2

BICYCLE CROSSINGS AM PM AM
7:45 AM PM
4:15 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
RTOR
W Leg closed

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Ontario
Archibald
Schaefer

U-TURNS
Archibald Archibald Schaefer Schaefer Add U-Turns to Left Turns

3.1-33
1965
3,086 0 2,825 147 TOTAL 4,160
1,920 0 1,751 92 PM 1,807
1,166 0 1,074 55 AM 2,353 170 71 241 0 0 0 120 51 171 0 0 0 TOTAL PMAM50 20 70 0 0 0 AMPM TOTAL 0 0 0 0 0 0 92 117 209 0 0 0 1,128 AM 0 2,196 37 2,237
1,778 PM 0 1,679 25 1,711
2,906 TOTAL 0 3,875 62 3,948
1,686 0 1,538 86 TOTAL 2,149
984 0 902 44 PM 936
702 0 636 42 AM 1,213 87 24 111 0 0 0 61 15 76 0 0 0 TOTAL PMAMAM 7:45 AM 8:45 AM 26 9 35 0 0 0
#N/A AMPM TOTAL 0 0 0 PM 4:15 PM
3:45 PM 0 0 0 61 55 116 0 0 0
664 AM 0 1,128 19 1,149
915 PM 0 883 11 898
1,579 Total 0 2,011 30 2,047
Archibald
AimTD LLC

TURNING MOVEMENT COUNTS
Archibald SchaeferSchaefer
Ontario
SC3380

ALL HOURS
Archibald
Archibald SchaeferSchaefer

PEAK HOUR

3.1-34
1966
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 15
WEDNESDAY EAST & WEST: Schaefer CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X 3 0 1 2 X X X X 1 X 1 0 X X 0
7:00 AM 0 193 1 2 83 0 0 0 0 3 0 22 304 0 0 0 0 0 0 0 0 9 7:15 AM 0 310 7 3 86 0 0 0 0 9 0 16 431 1 5 0 0 6 1 0 0 11 7:30 AM 0 255 8 3 92 0 0 0 0 3 0 14 375 0 4 0 0 4 0 0 0 10 7:45 AM 0 280 8 18 155 0 0 0 0 7 0 21 489 0 1 0 0 1 0 0 0 14 8:00 AM 0 192 2 3 121 0 0 0 0 5 0 7 330 0 8 0 0 8 0 0 0 7 8:15 AM 0 301 5 11 158 0 0 0 0 7 0 18 500 0 6 0 0 6 1 0 0 12 8:30 AM 0 234 1 7 106 0 0 0 0 4 0 10 362 2 3 0 0 5 0 0 0 7 8:45 AM 0 207 2 5 102 0 0 0 0 6 0 6 328 1 0 0 0 1 0 0 0 3 VOLUMES 0 1,972 34 52 903 0 0 0 0 44 0 114 3,150 4 27 0 0 31 2 0 0 73 APPROACH % 0% 98% 2% 5% 92% 0% 0% 0% 0% 28% 0% 72%
APP/DEPART 2,010 / 2,113 982 / 951 0 / 86 158 / 0 0

BEGIN PEAK HR
VOLUMES 0 1,007 16 39 540 0 0 0 0 23 0 56 1,701 1 0 0 40 APPROACH % 0% 98% 2% 7% 90% 0% 0% 0% 0% 29% 0% 71%
PEAK HR FACTOR 0.837 0.853 0.000 0.705 0.840
APP/DEPART 1,025 / 1,081 597 / 565 0 / 55 79 / 0 0
4:00 PM 0 211 5 11 173 0 0 0 0 2 0 8 410 1 14 0 0 15 0 0 0 6 4:15 PM 0 206 1 13 176 0 0 0 0 2 0 8 406 0 5 0 0 5 0 0 0 4 4:30 PM 0 175 1 6 226 0 0 0 0 3 0 2 413 2 11 0 0 13 0 0 0 1 4:45 PM 0 203 4 12 194 0 0 0 0 1 0 2 416 1 8 0 0 9 1 0 0 0 5:00 PM 0 207 5 11 225 0 0 0 0 2 0 3 453 0 9 0 0 9 1 0 0 1 5:15 PM 0 158 2 15 206 0 0 0 0 2 0 7 390 1 9 0 0 10 0 0 0 4 5:30 PM 0 196 5 12 202 0 0 0 0 3 0 8 426 0 7 0 0 7 0 0 0 4 5:45 PM 0 158 1 9 194 0 0 0 0 4 0 13 379 1 6 0 0 7 0 0 0 4 VOLUMES 0 1,514 24 89 1,596 0 0 0 0 19 0 51 3,368 6 69 0 0 75 2 0 0 24 APPROACH % 0% 98% 2% 5% 91% 0% 0% 0% 0% 27% 0% 73%
APP/DEPART 1,544 / 1,634 1,754 / 1,621 0 / 113 70 / 0 0

BEGIN PEAK HR
VOLUMES 0 791 11 42 821 0 0 0 0 8 0 15 1,724 2 0 0 6
APPROACH % 0% 98% 1% 5% 92% 0% 0% 0% 0% 35% 0% 65%
PEAK HR FACTOR 0.949 0.914 0.000 0.575 0.933
APP/DEPART 805 / 839 896 / 832 0 / 53 23 / 0 0
Archibald

NORTH SIDE
Schaefer WEST SIDE EAST SIDE Schaefer

SOUTH SIDE
Archibald AM
7:45 AM PM
4:15 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Archibald Archibald Schaefer Schaefer

3.1-35
1967
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 15
WEDNESDAY EAST & WEST: Schaefer CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X 3 0 1 2 X X X X 1 X 1 0 X X 0
7:00 AM 0 6 0 0 9 0 0 0 0 1 0 0 16 0 1 0 0 1 0 0 0 0
7:15 AM 0 16 0 0 7 0 0 0 0 0 0 0 23 0 2 0 0 2 0 0 0 0
7:30 AM 0 14 0 0 2 0 0 0 0 2 0 0 18 0 0 0 0 0 0 0 0 0
7:45 AM 0 11 1 1 9 0 0 0 0 1 0 1 24 0 1 0 0 1 0 0 0 1
8:00 AM 0 4 0 0 3 0 0 0 0 1 0 1 9 0 2 0 0 2 0 0 0 0
8:15 AM 0 9 0 0 10 0 0 0 0 1 0 0 20 0 0 0 0 0 0 0 0 0
8:30 AM 0 15 1 0 14 0 0 0 0 0 0 0 30 0 1 0 0 1 0 0 0 0
8:45 AM 0 12 0 0 10 0 0 0 0 0 0 0 22 0 0 0 0 0 0 0 0 0
VOLUMES 0 87 2 1 64 0 0 0 0 6 0 2 169 0 7 0 0 7 0 0 0 1 APPROACH % 0% 98% 2% 1% 89% 0% 0% 0% 0% 75% 0% 25%
APP/DEPART 89 / 96 72 / 70 0 / 3 8 / 0 0

BEGIN PEAK HR
VOLUMES 0 39 2 1 36 0 0 0 0 3 0 2 87 0 0 0 1
APPROACH % 0% 95% 5% 2% 88% 0% 0% 0% 0% 60% 0% 40%
PEAK HR FACTOR 0.641 0.683 0.000 0.625 0.702
APP/DEPART 41 / 45 41 / 39 0 / 3 5 / 0 0
4:00 PM 0 10 0 0 8 0 0 0 0 0 0 0 18 0 0 0 0 0 0 0 0 0
4:15 PM 0 15 0 0 5 0 0 0 0 1 0 0 21 0 0 0 0 0 0 0 0 0
4:30 PM 0 7 0 0 6 0 0 0 0 0 0 0 13 1 1 0 0 2 0 0 0 0
4:45 PM 0 12 0 1 4 0 0 0 0 0 0 0 17 0 0 0 0 0 0 0 0 0
5:00 PM 0 13 0 1 6 0 0 0 0 0 0 0 20 0 2 0 0 2 0 0 0 0
5:15 PM 0 6 0 0 4 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0
5:30 PM 0 1 1 0 8 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0
5:45 PM 0 9 0 0 10 0 0 0 0 0 0 0 19 0 1 0 0 1 0 0 0 0
VOLUMES 0 73 1 2 51 0 0 0 0 1 0 0 133 1 4 0 0 5 0 0 0 0 APPROACH % 0% 97% 1% 4% 89% 0% 0% 0% 0% 100% 0% 0%
APP/DEPART 75 / 77 57 / 53 0 / 3 1 / 0 0

BEGIN PEAK HR
VOLUMES 0 47 0 2 21 0 0 0 0 1 0 0 75 0 0 0 0
APPROACH % 0% 98% 0% 8% 81% 0% 0% 0% 0% 100% 0% 0%
PEAK HR FACTOR 0.800 0.722 0.000 0.250 0.852
APP/DEPART 48 / 50 26 / 23 0 / 2 1 / 0 0
Archibald

NORTH SIDE
Schaefer WEST SIDE EAST SIDE Schaefer

SOUTH SIDE
Archibald AM
7:45 AM PM
4:15 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Archibald Archibald Schaefer Schaefer

3.1-36
1968
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 15
WEDNESDAY EAST & WEST: Schaefer CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X 3 0 1 2 X X X X 1 X 1 0 X X 0
7:00 AM 0 3 0 0 3 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0
7:15 AM 0 9 0 0 6 0 0 0 0 0 0 0 15 0 0 0 0 0 0 0 0 0
7:30 AM 0 5 0 0 3 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0
7:45 AM 0 1 0 0 4 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0
8:00 AM 0 7 0 0 4 0 0 0 0 0 0 0 11 0 0 0 0 0 0 0 0 0
8:15 AM 0 2 0 1 4 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0
8:30 AM 0 4 0 0 4 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0
8:45 AM 0 5 0 0 4 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0
VOLUMES 0 36 0 1 32 0 0 0 0 0 0 0 69 0 0 0 0 0 0 0 0 0
APPROACH % 0% 100% 0% 3% 97% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 36 / 36 33 / 32 0 / 1 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 14 0 1 16 0 0 0 0 0 0 0 31 0 0 0 0
APPROACH % 0% 100% 0% 6% 94% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.500 0.850 0.000 0.000 0.705
APP/DEPART 14 / 14 17 / 16 0 / 1 0 / 0 0
4:00 PM 0 8 0 0 3 0 0 0 0 0 0 0 11 0 0 0 0 0 0 0 0 0
4:15 PM 0 4 0 0 4 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0
4:30 PM 0 4 0 0 4 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0
4:45 PM 0 4 0 0 2 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0
5:00 PM 0 3 0 0 3 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0
5:15 PM 0 1 0 0 2 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0
5:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 3 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0
VOLUMES 0 26 0 0 21 0 0 0 0 0 0 0 47 0 0 0 0 0 0 0 0 0
APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 26 / 26 21 / 21 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 15 0 0 13 0 0 0 0 0 0 0 28 0 0 0 0
APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.938 0.813 0.000 0.000 0.875
APP/DEPART 15 / 15 13 / 13 0 / 0 0 / 0 0
Archibald

NORTH SIDE
Schaefer WEST SIDE EAST SIDE Schaefer

SOUTH SIDE
Archibald AM
7:45 AM PM
4:15 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Archibald Archibald Schaefer Schaefer

3.1-37
1969
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 15
WEDNESDAY EAST & WEST: Schaefer CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X 3 0 1 2 X X X X 1 X 1 0 X X 0
7:00 AM 0 11 0 0 6 0 0 0 0 0 0 0 17 0 0 0 0 0 0 0 0 0
7:15 AM 0 2 0 0 4 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0
7:30 AM 0 7 0 0 8 0 0 0 0 0 0 0 15 0 0 0 0 0 0 0 0 0
7:45 AM 0 18 0 0 6 0 0 0 0 0 0 0 24 0 1 0 0 1 0 0 0 0
8:00 AM 0 12 0 0 7 0 0 0 0 0 0 0 19 0 0 0 0 0 0 0 0 0
8:15 AM 0 21 0 1 19 0 0 0 0 0 0 0 41 0 0 0 0 0 0 0 0 0
8:30 AM 0 13 0 0 10 0 0 0 0 0 0 0 23 0 0 0 0 0 0 0 0 0
8:45 AM 0 7 0 0 9 0 0 0 0 0 0 0 16 0 0 0 0 0 0 0 0 0
VOLUMES 0 91 0 1 69 0 0 0 0 0 0 0 162 0 1 0 0 1 0 0 0 0 APPROACH % 0% 100% 0% 1% 97% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 91 / 92 71 / 69 0 / 1 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 64 0 1 42 0 0 0 0 0 0 0 108 0 0 0 0
APPROACH % 0% 100% 0% 2% 95% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.762 0.550 0.000 0.000 0.659
APP/DEPART 64 / 65 44 / 42 0 / 1 0 / 0 0
4:00 PM 0 6 0 0 10 0 0 0 0 0 0 0 16 0 0 0 0 0 0 0 0 0
4:15 PM 0 6 0 0 8 0 0 0 0 0 0 0 14 0 0 0 0 0 0 0 0 0
4:30 PM 0 8 0 0 16 0 0 0 0 0 0 0 24 0 0 0 0 0 0 0 0 0
4:45 PM 0 9 0 0 12 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0
5:00 PM 0 6 0 0 11 0 0 0 0 0 0 0 17 0 0 0 0 0 0 0 0 0
5:15 PM 0 8 0 0 13 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0
5:30 PM 0 7 0 0 7 0 0 0 0 0 0 0 14 0 0 0 0 0 0 0 0 0
5:45 PM 0 13 0 0 5 0 0 0 0 0 0 0 18 0 0 0 0 0 0 0 0 0
VOLUMES 0 63 0 0 82 0 0 0 0 0 0 0 145 0 0 0 0 0 0 0 0 0 APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 63 / 63 82 / 82 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 29 0 0 47 0 0 0 0 0 0 0 76 0 0 0 0
APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.806 0.734 0.000 0.000 0.792
APP/DEPART 29 / 29 47 / 47 0 / 0 0 / 0 0
Archibald

NORTH SIDE
Schaefer WEST SIDE EAST SIDE Schaefer

SOUTH SIDE
Archibald AM
7:45 AM PM
4:15 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Archibald Archibald Schaefer Schaefer

3.1-38
1970
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 15
WEDNESDAY EAST & WEST: Schaefer CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X 3 0 1 2 X X X X 1 X 1 0 X X 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Archibald

NORTH SIDE
Schaefer WEST SIDE EAST SIDE Schaefer

SOUTH SIDE
Archibald AM
7:45 AM PM
4:15 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Archibald Archibald Schaefer Schaefer

3.1-39
1971
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 15
WEDNESDAY EAST & WEST: Schaefer CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X 3 0 1 2 X X X X 1 X 1 0 X X 0
7:00 AM 0 1 0 0 2 0 0 0 0 0 0 1 4 0 0 0 0 0 0 0 0 0
7:15 AM 0 3 0 0 1 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0
7:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
7:45 AM 0 1 1 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0
8:00 AM 0 1 0 0 1 0 0 0 0 0 0 1 3 0 0 0 0 0 0 0 0 1
8:15 AM 0 2 0 0 0 0 0 0 0 0 0 1 3 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0
8:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
VOLUMES 0 10 1 0 6 0 0 0 0 0 0 4 21 0 0 0 0 0 0 0 0 1
APPROACH % 0% 91% 9% 0% 100% 0% 0% 0% 0% 0% 0% 100%
APP/DEPART 11 / 14 6 / 6 0 / 1 4 / 0 0

BEGIN PEAK HR
VOLUMES 0 4 1 0 2 0 0 0 0 0 0 3 10 0 0 0 1
APPROACH % 0% 80% 20% 0% 100% 0% 0% 0% 0% 0% 0% 100%
PEAK HR FACTOR 0.625 0.500 0.000 0.750 0.833
APP/DEPART 5 / 7 2 / 2 0 / 1 3 / 0 0
4:00 PM 0 2 0 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 3 0 1 1 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0
APPROACH % 0% 100% 0% 50% 50% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 3 / 3 2 / 1 0 / 1 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0
APPROACH % 0% 100% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.250 0.000 0.000 0.000 0.250
APP/DEPART 1 / 1 0 / 0 0 / 0 0 / 0 0
Archibald

NORTH SIDE
Schaefer WEST SIDE EAST SIDE Schaefer

SOUTH SIDE
Archibald AM
7:45 AM PM
4:15 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Archibald Archibald Schaefer Schaefer

3.1-40
1972
T42321
DATE: LOCATION: PROJECT #: SC3380
Wed, Apr 13, 22 NORTH & SOUTH: LOCATION #: 16
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 2 1 1 2 0 2 2 1 2 1 1 0 0 0 0 X 0 X 0
7:00 AM 30 158 42 14 75 0 6 23 11 54 53 23 489 0 1 0 1 2 0 0 0 12 7:15 AM 41 238 60 14 76 9 5 18 12 50 80 21 624 2 0 0 0 2 0 2 0 5 7:30 AM 48 268 44 11 102 10 8 29 16 44 58 32 670 0 0 0 0 0 0 2 0 7 7:45 AM 41 259 43 22 128 15 2 31 17 49 66 31 704 0 0 0 1 1 0 3 0 3 8:00 AM 31 172 51 28 125 11 6 21 15 33 54 14 561 1 1 0 0 2 0 3 0 6 8:15 AM 25 196 40 13 105 12 7 35 17 34 58 25 567 1 0 0 0 1 0 2 0 9 8:30 AM 27 230 56 18 101 11 6 26 15 53 47 13 603 0 0 0 0 0 0 3 0 6 8:45 AM 34 202 54 14 103 13 4 20 23 36 37 12 552 1 0 0 0 1 0 2 0 2 VOLUMES 277 1,723 390 134 815 81 44 203 126 353 453 171 4,770 5 2 0 2 9 0 17 0 50 APPROACH % 12% 72% 16% 13% 79% 8% 12% 54% 34% 36% 46% 18% APP/DEPART 2,390 / 1,940 1,030 / 1,297 373 / 727 977 / 806 0

BEGIN PEAK HR
VOLUMES 161 937 198 75 431 45 21 99 60 176 258 98 2,559 0 10 0 21 APPROACH % 12% 72% 15% 14% 78% 8% 12% 55% 33% 33% 48% 18% PEAK HR FACTOR 0.900 0.835 0.849 0.881 0.909
APP/DEPART 1,296 / 1,057 551 / 669 180 / 372 532 / 461 0 4:00 PM 28 175 77 29 145 14 22 85 38 40 27 31 711 1 0 0 0 1 0 5 0 15 4:15 PM 11 167 62 35 141 6 20 104 60 41 43 34 724 0 1 0 1 2 0 2 0 12 4:30 PM 30 171 65 40 185 11 17 95 64 41 30 28 777 0 3 0 0 3 0 4 0 12 4:45 PM 18 169 68 30 178 5 23 129 70 48 40 27 805 0 0 0 0 0 0 2 0 11 5:00 PM 20 188 67 32 138 15 11 122 57 45 32 24 751 0 1 0 0 1 0 9 0 4 5:15 PM 19 145 49 38 169 7 26 112 62 42 37 20 726 0 0 0 0 0 0 3 0 13 5:30 PM 27 175 56 26 181 14 16 94 51 42 38 19 739 0 0 0 0 0 0 1 0 9 5:45 PM 18 138 52 33 174 10 12 82 57 77 51 21 725 0 0 2 0 2 0 0 0 12 VOLUMES 171 1,328 496 263 1,311 82 147 823 459 376 298 204 5,958 1 5 2 1 9 0 26 0 88 APPROACH % 9% 67% 25% 16% 79% 5% 10% 58% 32% 43% 34% 23% APP/DEPART 1,995 / 1,682 1,656 / 2,146 1,429 / 1,578 878 / 552 0

BEGIN PEAK HR
VOLUMES 87 673 249 140 670 38 77 458 253 176 139 99 3,059 0 18 0 40 APPROACH % 9% 67% 25% 17% 79% 4% 10% 58% 32% 43% 34% 24% PEAK HR FACTOR 0.917 0.898 0.887 0.900 0.950
APP/DEPART 1,009 / 853 848 / 1,099 788 / 843 414 / 264 0 Archibald

NORTH SIDE
Edison WEST SIDE EAST SIDE Edison

SOUTH SIDE
Archibald

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 1 0 1 2 0 0 0 0 0 0 1 0 1 2
7:30 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 1 2 0 1 4 0 0 0 0 0 1 2 0 1 4
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 1 0 1 2 0 0 0 0 0 0 1 0 1 2
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0
5:30 PM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 3 0 2 5 0 1 0 1 2 0 2 0 1 3
RTOR

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Ontario
Archibald
Edison

U-TURNS
Archibald Archibald Edison Edison

BICYCLE CROSSINGS AM PM AM
7:15 AM PM
4:30 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns

3.1-41
1973
2,686 163 2,126 397 TOTAL 3,622
1,656 82 1,311 263 PM 1,682
1,030 81 815 134 AM 1,940 977 878 1,855 1,358 552 806 171 204 375 453 298 751 TOTAL PMAM353 376 729 191 147 44 AMPM TOTAL 1,026 823 203 585 459 126 727 1,578 2,305 1,802 1,429 373 1,297 AM 277 1,723 390 2,390
2,146 PM 171 1,328 496 1,995
3,443 TOTAL 448 3,051 886 4,385
1,399 83 1,101 215 TOTAL 1,910
848 38 670 140 PM 853
551 45 431 75 AM 1,057 532 414 946 725 264 461 98 99 197 258 139 397 TOTAL PMAMAM 7:15 AM 8:45 AM 176 176 352 98 77 21
#N/A AMPM TOTAL 557 458 99 PM 4:30 PM
3:45 PM 313 253 60 372 843 1,215 968 788 180
669 AM 161 937 198 1,296
1,099 PM 87 673 249 1,009
1,768 Total 248 1,610 447 2,305
Archibald
AimTD LLC

TURNING MOVEMENT COUNTS
Archibald EdisonEdison
Ontario
SC3380

ALL HOURS
Archibald
Archibald EdisonEdison

PEAK HOUR

3.1-42
1974
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 16
WEDNESDAY EAST & WEST: Edison CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 2 1 1 2 0 2 2 1 2 1 1 X 0 X 0
7:00 AM 26 141 34 11 54 0 1 11 9 40 43 22 392 0 0 0 1 1 0 0 0 12 7:15 AM 39 217 38 12 64 8 3 14 11 35 62 18 521 2 0 0 0 2 0 2 0 4 7:30 AM 47 243 30 8 85 6 4 23 15 32 46 30 569 0 0 0 0 0 0 0 0 6 7:45 AM 39 236 31 21 111 12 1 21 12 40 58 28 610 0 0 0 1 1 0 2 0 3 8:00 AM 29 153 37 22 114 7 4 16 13 23 50 13 481 0 1 0 0 1 0 1 0 6 8:15 AM 23 174 21 10 93 8 4 25 15 23 44 22 462 0 0 0 0 0 0 2 0 9 8:30 AM 26 214 33 16 81 6 3 18 14 36 37 11 495 0 0 0 0 0 0 1 0 6 8:45 AM 32 184 37 13 84 11 3 13 19 24 31 11 462 0 0 0 0 0 0 2 0 2 VOLUMES 261 1,562 261 113 686 58 23 141 108 253 371 155 3,992 2 1 0 2 5 0 10 0 48 APPROACH % 13% 75% 13% 13% 80% 7% 8% 52% 40% 32% 48% 20% APP/DEPART 2,084 / 1,741 857 / 1,047 272 / 516 779 / 688 0

BEGIN PEAK HR
VOLUMES 152 849 136 62 374 33 12 74 51 129 216 89 2,181 0 5 0 19 APPROACH % 13% 75% 12% 13% 80% 7% 9% 54% 37% 30% 50% 20% PEAK HR FACTOR 0.890 0.816 0.815 0.863 0.894
APP/DEPART 1,139 / 951 470 / 556 137 / 273 435 / 401 0
4:00 PM 26 152 58 28 129 5 21 74 38 29 19 28 607 1 0 0 0 1 0 2 0 14 4:15 PM 11 142 50 32 131 5 19 95 57 30 26 32 630 0 1 0 0 1 0 1 0 12 4:30 PM 27 156 56 37 167 7 14 81 58 31 26 27 687 0 3 0 0 3 0 1 0 12 4:45 PM 16 152 59 30 161 3 17 121 66 41 31 24 721 0 0 0 0 0 0 2 0 9 5:00 PM 16 171 56 31 127 8 10 111 54 29 26 22 661 0 1 0 0 1 0 4 0 3 5:15 PM 17 130 44 38 157 7 23 100 61 29 31 19 656 0 0 0 0 0 0 3 0 13 5:30 PM 26 163 43 24 169 9 15 85 50 36 37 19 676 0 0 0 0 0 0 0 0 9 5:45 PM 18 121 46 32 159 7 11 76 54 60 43 20 647 0 0 1 0 1 0 0 0 11 VOLUMES 157 1,187 412 252 1,200 51 130 743 438 285 239 191 5,285 1 5 1 0 7 0 13 0 83 APPROACH % 9% 68% 23% 17% 80% 3% 10% 57% 33% 40% 33% 27% APP/DEPART 1,756 / 1,512 1,503 / 1,924 1,311 / 1,402 715 / 447 0

BEGIN PEAK HR
VOLUMES 76 609 215 132 612 25 64 413 239 130 114 92 2,725 0 10 0 37 APPROACH % 8% 68% 24% 17% 79% 3% 9% 58% 33% 39% 34% 27% PEAK HR FACTOR 0.926 0.916 0.877 0.875 0.945
APP/DEPART 900 / 769 773 / 981 716 / 760 336 / 215 0
Archibald

NORTH SIDE
Edison WEST SIDE EAST SIDE Edison

SOUTH SIDE
Archibald

U-TURNS RTOR
Archibald Archibald Edison Edison AM
7:15 AM PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-43
1975
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 16
WEDNESDAY EAST & WEST: Edison CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 2 1 1 2 0 2 2 1 2 1 1 X 0 X 0
7:00 AM 0 8 2 1 14 0 0 2 1 3 4 0 35 0 0 0 0 0 0 0 0 0
7:15 AM 1 9 10 1 4 1 1 1 1 2 8 1 40 0 0 0 0 0 0 0 0 0
7:30 AM 1 11 6 0 7 1 0 3 0 2 2 0 33 0 0 0 0 0 0 1 0 0
7:45 AM 0 8 2 0 6 0 0 3 3 1 3 2 28 0 0 0 0 0 0 0 0 0
8:00 AM 1 2 3 3 0 1 0 1 2 2 1 1 17 0 0 0 0 0 0 1 0 0
8:15 AM 1 4 7 2 3 0 0 6 0 3 3 1 30 1 0 0 0 1 0 0 0 0
8:30 AM 0 6 6 0 7 4 0 2 1 5 3 0 34 0 0 0 0 0 0 2 0 0
8:45 AM 1 9 4 0 7 1 0 2 1 4 3 0 32 1 0 0 0 1 0 0 0 0
VOLUMES 5 57 40 7 48 8 1 20 9 22 27 5 249 2 0 0 0 2 0 4 0 0 APPROACH % 5% 56% 39% 11% 76% 13% 3% 67% 30% 41% 50% 9% APP/DEPART 102 / 63 63 / 81 30 / 67 54 / 38 0

BEGIN PEAK HR
VOLUMES 3 30 21 4 17 3 1 8 6 7 14 4 118 0 2 0 0
APPROACH % 6% 56% 39% 17% 71% 13% 7% 53% 40% 28% 56% 16% PEAK HR FACTOR 0.675 0.750 0.625 0.568 0.738
APP/DEPART 54 / 35 24 / 30 15 / 33 25 / 20 0
4:00 PM 1 8 8 1 6 2 0 2 0 1 1 1 31 0 0 0 0 0 0 1 0 0
4:15 PM 0 12 3 1 5 0 0 4 3 2 6 2 38 0 0 0 0 0 0 0 0 0
4:30 PM 2 6 4 0 6 1 1 6 5 4 0 0 35 0 0 0 0 0 0 0 0 0
4:45 PM 2 10 0 0 4 1 2 4 3 1 3 1 31 0 0 0 0 0 0 0 0 1
5:00 PM 2 7 2 1 4 0 0 7 1 4 1 2 31 0 0 0 0 0 0 0 0 1
5:15 PM 2 7 2 0 1 0 1 8 1 4 1 0 27 0 0 0 0 0 0 0 0 0
5:30 PM 0 5 3 1 6 0 0 3 1 1 0 0 20 0 0 0 0 0 0 0 0 0
5:45 PM 0 4 0 1 7 0 1 2 1 3 1 0 20 0 0 1 0 1 0 0 0 0
VOLUMES 9 59 22 5 39 4 5 36 15 20 13 6 233 0 0 1 0 1 0 1 0 2 APPROACH % 10% 66% 24% 10% 81% 8% 9% 64% 27% 51% 33% 15% APP/DEPART 90 / 69 48 / 74 56 / 63 39 / 27 0

BEGIN PEAK HR
VOLUMES 8 30 8 1 15 2 4 25 10 13 5 3 124 0 0 0 2
APPROACH % 17% 65% 17% 6% 83% 11% 10% 64% 26% 62% 24% 14% PEAK HR FACTOR 0.958 0.643 0.813 0.750 0.886
APP/DEPART 46 / 37 18 / 38 39 / 34 21 / 15 0
Archibald

NORTH SIDE
Edison WEST SIDE EAST SIDE Edison

SOUTH SIDE
Archibald

U-TURNS RTOR
Archibald Archibald Edison Edison AM
7:15 AM PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-44
1976
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 16
WEDNESDAY EAST & WEST: Edison CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 2 1 1 2 0 2 2 1 2 1 1 X 0 X 0
7:00 AM 1 2 1 0 2 0 1 2 1 3 3 0 16 0 0 0 0 0 0 0 0 0
7:15 AM 1 6 1 0 3 0 1 2 0 6 5 2 27 0 0 0 0 0 0 0 0 1
7:30 AM 0 5 1 0 3 1 2 2 0 2 2 0 18 0 0 0 0 0 0 1 0 0
7:45 AM 1 2 1 0 4 0 0 1 2 3 1 0 15 0 0 0 0 0 0 0 0 0
8:00 AM 0 2 6 1 3 2 0 1 0 3 1 0 19 0 0 0 0 0 0 0 0 0
8:15 AM 0 2 7 1 3 0 1 0 1 1 5 0 21 0 0 0 0 0 0 0 0 0
8:30 AM 1 1 11 1 3 0 1 3 0 1 2 0 24 0 0 0 0 0 0 0 0 0
8:45 AM 0 1 10 1 1 1 1 1 2 3 0 0 21 0 0 0 0 0 0 0 0 0
VOLUMES 4 21 38 4 22 4 7 12 6 22 19 2 161 0 0 0 0 0 0 1 0 1 APPROACH % 6% 33% 60% 13% 73% 13% 28% 48% 24% 51% 44% 5% APP/DEPART 63 / 30 30 / 50 25 / 54 43 / 27 0

BEGIN PEAK HR
VOLUMES 2 15 9 1 13 3 3 6 2 14 9 2 79 0 1 0 1
APPROACH % 8% 58% 35% 6% 76% 18% 27% 55% 18% 56% 36% 8% PEAK HR FACTOR 0.813 0.708 0.688 0.481 0.731
APP/DEPART 26 / 20 17 / 29 11 / 16 25 / 14 0
4:00 PM 0 5 3 0 3 0 1 2 0 1 1 1 17 0 0 0 0 0 0 0 0 1
4:15 PM 0 7 2 1 2 0 0 1 0 2 1 0 16 0 0 0 0 0 0 0 0 0
4:30 PM 1 3 2 0 2 0 1 2 1 0 1 1 14 0 0 0 0 0 0 0 0 0
4:45 PM 0 2 2 0 4 0 0 0 0 3 2 0 13 0 0 0 0 0 0 0 0 0
5:00 PM 1 6 6 0 1 1 1 0 0 0 0 0 16 0 0 0 0 0 0 1 0 0
5:15 PM 0 1 2 0 4 0 0 1 0 3 1 0 12 0 0 0 0 0 0 0 0 0
5:30 PM 0 2 2 0 0 0 0 0 0 1 0 0 5 0 0 0 0 0 0 0 0 0
5:45 PM 0 1 5 0 3 0 0 0 1 2 1 0 13 0 0 0 0 0 0 0 0 0
VOLUMES 2 27 24 1 19 1 3 6 2 12 7 2 106 0 0 0 0 0 0 1 0 1 APPROACH % 4% 51% 45% 5% 90% 5% 27% 55% 18% 57% 33% 10% APP/DEPART 53 / 32 21 / 33 11 / 31 21 / 10 0

BEGIN PEAK HR
VOLUMES 2 12 12 0 11 1 2 3 1 6 4 1 55 0 1 0 0
APPROACH % 8% 46% 46% 0% 92% 8% 33% 50% 17% 55% 36% 9%
PEAK HR FACTOR 0.500 0.750 0.375 0.550 0.859
APP/DEPART 26 / 15 12 / 18 6 / 15 11 / 7 0
Archibald

NORTH SIDE
Edison WEST SIDE EAST SIDE Edison

SOUTH SIDE
Archibald

U-TURNS RTOR
Archibald Archibald Edison Edison AM
7:15 AM PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-45
1977
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 16
WEDNESDAY EAST & WEST: Edison CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 2 1 1 2 0 2 2 1 2 1 1 X 0 X 0
7:00 AM 3 7 4 1 4 0 3 8 0 8 2 1 41 0 0 0 0 0 0 0 0 0
7:15 AM 0 3 11 1 4 0 0 1 0 6 5 0 31 0 0 0 0 0 0 0 0 0
7:30 AM 0 9 6 3 5 2 2 1 0 8 8 1 45 0 0 0 0 0 0 0 0 1
7:45 AM 1 12 9 1 6 3 1 5 0 5 4 1 48 0 0 0 0 0 0 1 0 0
8:00 AM 1 15 5 1 8 1 2 3 0 5 2 0 43 1 0 0 0 1 0 1 0 0
8:15 AM 1 14 5 0 6 4 2 4 1 7 6 2 52 0 0 0 0 0 0 0 0 0
8:30 AM 0 9 6 1 10 1 2 3 0 11 5 2 50 0 0 0 0 0 0 0 0 0
8:45 AM 1 8 3 0 11 0 0 4 1 5 3 0 36 0 0 0 0 0 0 0 0 0
VOLUMES 7 77 49 8 54 11 12 29 2 55 35 7 346 1 0 0 0 1 0 2 0 1 APPROACH % 5% 58% 37% 11% 74% 15% 28% 67% 5% 57% 36% 7% APP/DEPART 133 / 96 73 / 112 43 / 86 97 / 52 0

BEGIN PEAK HR
VOLUMES 1 39 31 6 23 6 5 10 0 24 19 2 167 0 2 0 1
APPROACH % 1% 54% 43% 17% 66% 17% 33% 67% 0% 53% 42% 4% PEAK HR FACTOR 0.818 0.875 0.625 0.662 0.870
APP/DEPART 72 / 46 35 / 48 15 / 47 45 / 26 0
4:00 PM 1 9 7 0 7 7 0 7 0 9 6 0 53 0 0 0 0 0 0 2 0 0
4:15 PM 0 6 7 0 3 1 1 4 0 6 10 0 38 0 0 0 0 0 0 1 0 0
4:30 PM 0 6 3 3 10 3 1 6 0 6 3 0 41 0 0 0 0 0 0 3 0 0
4:45 PM 0 5 7 0 9 1 4 4 1 3 3 1 38 0 0 0 0 0 0 0 0 0
5:00 PM 1 4 3 0 6 6 0 4 2 12 5 0 43 0 0 0 0 0 0 4 0 0
5:15 PM 0 7 1 0 7 0 2 3 0 6 4 1 31 0 0 0 0 0 0 0 0 0
5:30 PM 1 5 8 1 6 5 1 6 0 4 1 0 38 0 0 0 0 0 0 1 0 0
5:45 PM 0 12 1 0 5 3 0 4 1 12 6 1 45 0 0 0 0 0 0 0 0 1
VOLUMES 3 54 37 4 53 26 9 38 4 58 38 3 327 0 0 0 0 0 0 11 0 1 APPROACH % 3% 57% 39% 5% 64% 31% 18% 75% 8% 59% 38% 3%
APP/DEPART 94 / 66 83 / 115 51 / 79 99 / 67 0

BEGIN PEAK HR
VOLUMES 1 22 14 3 32 10 7 17 3 27 15 2 153 0 7 0 0
APPROACH % 3% 59% 38% 7% 71% 22% 26% 63% 11% 61% 34% 5% PEAK HR FACTOR 0.771 0.703 0.750 0.647 0.890
APP/DEPART 37 / 31 45 / 62 27 / 34 44 / 26 0
Archibald

NORTH SIDE
Edison WEST SIDE EAST SIDE Edison

SOUTH SIDE
Archibald

U-TURNS RTOR
Archibald Archibald Edison Edison AM
7:15 AM PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-46
1978
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 16
WEDNESDAY EAST & WEST: Edison CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 2 1 1 2 0 2 2 1 2 1 1 X 0 X 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
4:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 1 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 0 0 0
APPROACH % 0% 100% 0% 0% 0% 0% 0% 0% 0% 0% 100% 0%
APP/DEPART 1 / 1 0 / 0 0 / 0 1 / 1 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.250 0.250
APP/DEPART 0 / 0 0 / 0 0 / 0 1 / 1 0
Archibald

NORTH SIDE
Edison WEST SIDE EAST SIDE Edison

SOUTH SIDE
Archibald

U-TURNS RTOR
Archibald Archibald Edison Edison AM
7:15 AM PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-47
1979
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Archibald LOCATION #: 16
WEDNESDAY EAST & WEST: Edison CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 2 1 1 2 0 2 2 1 2 1 1 X 0 X 0
7:00 AM 0 0 1 0 1 0 1 0 0 0 1 0 4 0 0 0 0 0 0 0 0 0
7:15 AM 0 3 0 0 1 0 0 0 0 1 0 0 5 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 1 0 2 0 0 0 1 0 0 1 5 0 0 0 0 0 0 0 0 0
7:45 AM 0 1 0 0 1 0 0 1 0 0 0 0 3 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0
VOLUMES 0 6 2 1 5 0 1 1 1 1 1 2 21 0 0 0 0 0 0 0 0 0
APPROACH % 0% 75% 25% 17% 83% 0% 33% 33% 33% 25% 25% 50% APP/DEPART 8 / 9 6 / 7 3 / 4 4 / 1 0

BEGIN PEAK HR
VOLUMES 0 4 1 1 4 0 0 1 1 1 0 1 14 0 0 0 0
APPROACH % 0% 80% 20% 20% 80% 0% 0% 50% 50% 50% 0% 50%
PEAK HR FACTOR 0.417 0.625 0.500 0.500 0.700
APP/DEPART 5 / 5 5 / 6 2 / 3 2 / 0 0
4:00 PM 0 0 1 0 0 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 1 1 0 0 0 0 0 0 0 2 4 0 0 0 0 0 0 0 0 1
APPROACH % 0% 0% 100% 100% 0% 0% 0% 0% 0% 0% 0% 100%
APP/DEPART 1 / 2 1 / 0 0 / 2 2 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 100%
PEAK HR FACTOR 0.000 0.000 0.000 0.250 0.250
APP/DEPART 0 / 1 0 / 0 0 / 0 1 / 0 0
Archibald

NORTH SIDE
Edison WEST SIDE EAST SIDE Edison

SOUTH SIDE
Archibald

U-TURNS RTOR
Archibald Archibald Edison Edison AM
7:15 AM PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-48
1980
T42321
DATE: LOCATION: PROJECT #: SC3418
Tue, May 10, 22 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 2 0 1 2 0 1 2 0 1 2 0 0 0 0 0 0 0 0 0
7:00 AM 45 9 35 6 4 8 5 47 9 11 78 12 269 0 0 0 0 0 12 3 1 3 7:15 AM 51 41 36 12 14 23 28 75 13 15 99 20 427 0 0 0 0 0 5 7 5 6 7:30 AM 50 104 53 42 78 29 52 73 28 30 102 72 713 0 0 0 0 0 3 1 10 23 7:45 AM 77 48 66 34 56 30 22 85 35 18 107 29 607 0 0 0 0 0 6 4 16 10 8:00 AM 58 14 63 22 11 27 12 107 33 20 122 7 496 0 0 1 0 1 13 5 17 7 8:15 AM 39 10 42 10 3 12 7 85 24 27 120 10 389 0 0 0 0 0 6 2 12 3 8:30 AM 31 4 26 3 7 15 9 62 15 12 108 12 304 0 0 0 0 0 4 2 5 4 8:45 AM 31 7 16 6 3 9 13 56 16 16 70 6 249 0 0 0 0 0 4 1 7 0 VOLUMES 382 237 337 135 176 153 148 590 173 149 806 168 3,454 0 0 1 0 1 53 25 73 56 APPROACH % 40% 25% 35% 29% 38% 33% 16% 65% 19% 13% 72% 15% APP/DEPART 956 / 552 464 / 498 911 / 1,062 1,123 / 1,342 0

BEGIN PEAK HR
VOLUMES 236 207 218 110 159 109 114 340 109 83 430 128 2,243 27 17 48 46 APPROACH % 36% 31% 33% 29% 42% 29% 20% 60% 19% 13% 67% 20% PEAK HR FACTOR 0.798 0.634 0.920 0.786 0.786
APP/DEPART 661 / 448 378 / 351 563 / 668 641 / 776 0
4:00 PM 38 18 29 4 11 21 15 111 50 14 117 10 438 0 0 0 0 0 7 3 23 6 4:15 PM 28 10 26 5 6 17 17 126 39 22 102 14 412 0 0 0 0 0 10 3 22 4 4:30 PM 24 11 32 6 11 12 21 110 42 25 115 8 417 0 0 0 0 0 8 2 12 1 4:45 PM 26 12 40 8 7 17 17 109 50 30 113 4 433 0 0 0 0 0 7 6 18 1 5:00 PM 38 19 30 6 7 12 23 102 43 10 136 11 437 0 0 0 0 0 8 0 12 4 5:15 PM 36 6 35 5 9 13 22 119 47 28 146 8 474 0 0 1 0 1 5 1 18 2 5:30 PM 31 5 30 5 8 12 25 114 42 40 149 3 464 0 0 0 0 0 5 4 13 1 5:45 PM 28 14 33 5 12 16 16 123 50 35 115 12 459 0 0 0 0 0 6 3 11 6 VOLUMES 249 95 255 44 71 120 156 914 363 204 993 70 3,534 0 0 1 0 1 56 22 129 25 APPROACH % 42% 16% 43% 19% 30% 51% 11% 64% 25% 16% 78% 6% APP/DEPART 599 / 320 235 / 638 1,433 / 1,213 1,267 / 1,363 0

BEGIN PEAK HR
VOLUMES 133 44 128 21 36 53 86 458 182 113 546 34 1,834 24 8 54 13 APPROACH % 44% 14% 42% 19% 33% 48% 12% 63% 25% 16% 79% 5% PEAK HR FACTOR 0.876 0.833 0.960 0.902 0.967
APP/DEPART 305 / 163 110 / 331 726 / 607 693 / 733 0
Turner

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Turner

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 2 0 3 2 7 2 0 3 2 7 0 0 0 0 0
7:15 AM 7 0 4 0 11 5 0 4 0 9 2 0 0 0 2
7:30 AM 13 6 6 5 30 7 6 5 5 23 6 0 1 0 7
7:45 AM 2 5 8 6 21 1 5 5 6 17 1 0 3 0 4
8:00 AM 1 0 5 1 7 1 0 4 1 6 0 0 1 0 1
8:15 AM 0 0 0 2 2 0 0 0 1 1 0 0 0 1 1
8:30 AM 2 0 1 3 6 2 0 1 1 4 0 0 0 2 2
8:45 AM 2 0 4 1 7 1 0 3 1 5 1 0 1 0 2
TOTAL 29 11 31 20 91 19 11 25 17 72 10 0 6 3 19
4:00 PM 1 8 4 7 20 1 8 4 7 20 0 0 0 0 0
4:15 PM 2 3 2 4 11 2 3 2 3 10 0 0 0 1 1
4:30 PM 2 0 1 1 4 2 0 0 0 2 0 0 1 1 2
4:45 PM 2 1 0 1 4 2 1 0 1 4 0 0 0 0 0
5:00 PM 1 1 8 1 11 1 0 8 0 9 0 1 0 1 2
5:15 PM 0 1 1 1 3 0 0 0 0 0 0 1 1 1 3
5:30 PM 2 1 3 1 7 2 0 1 0 3 0 1 2 1 4
5:45 PM 2 2 3 3 10 2 1 1 2 6 0 1 2 1 4
TOTAL 12 17 22 19 70 12 13 16 13 54 0 4 6 6 16
RTOR

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Ontario
Turner
Riverside

U-TURNS
Turner Turner Riverside Riverside

BICYCLE CROSSINGS AM PM AM
7:15 AM PM
5:00 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns

3.1-49
1981
699 273 247 179 TOTAL 872
235 120 71 44 PM 320
464 153 176 135 AM 552 1,123 1,267 2,390 2,705 1,363 1,342 168 70 238 806 993 1,799 TOTAL PMAM149 204 353 304 156 148 AMPM TOTAL 1,504 914 590 536 363 173 1,062 1,213 2,275 2,344 1,433 911 498 AM 382 237 337 956
638 PM 249 95 255 599
1,136 TOTAL 631 332 592 1,555
488 162 195 131 TOTAL 611
110 53 36 21 PM 163
378 109 159 110 AM 448 641 693 1,334 1,509 733 776 128 34 162 430 546 976 TOTAL PMAMAM 7:15 AM 8:45 AM 83 113 196 200 86 114
#N/A AMPM TOTAL 798 458 340 PM 5:00 PM
3:45 PM 291 182 109 668 607 1,275 1,289 726 563
351 AM 236 207 218 661
331 PM 133 44 128 305
682 Total 369 251 346 966
Turner
AimTD LLC

TURNING MOVEMENT COUNTS
Turner RiversideRiverside
Ontario
SC3418

ALL HOURS
Turner
Turner RiversideRiverside

PEAK HOUR

3.1-50
1982
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Turner LOCATION #: 1
TUESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 2 0 1 2 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 43 9 35 6 4 8 5 45 9 11 73 11 259 0 0 0 0 0 12 3 1 3 7:15 AM 51 39 36 12 14 22 26 70 13 14 90 20 407 0 0 0 0 0 5 7 5 6 7:30 AM 47 103 52 41 75 28 49 70 27 30 92 70 684 0 0 0 0 0 3 1 10 22 7:45 AM 77 48 65 33 56 30 19 82 32 17 102 29 590 0 0 0 0 0 6 4 15 10 8:00 AM 58 14 61 21 11 26 12 97 32 19 110 6 467 0 0 1 0 1 13 5 17 6 8:15 AM 37 10 42 10 3 12 6 80 22 27 116 10 375 0 0 0 0 0 6 2 11 3 8:30 AM 30 3 25 3 6 15 5 59 13 12 103 11 285 0 0 0 0 0 4 2 5 4 8:45 AM 31 6 16 5 3 7 12 50 15 16 61 6 228 0 0 0 0 0 4 1 6 0 VOLUMES 374 232 332 131 172 148 134 553 163 146 747 163 3,295 0 0 1 0 1 53 25 70 54 APPROACH % 40% 25% 35% 29% 38% 33% 16% 65% 19% 14% 71% 15% APP/DEPART 938 / 528 451 / 481 850 / 1,016 1,056 / 1,270 0

BEGIN PEAK HR
VOLUMES 233 204 214 107 156 106 105 319 104 80 394 125 2,148 27 17 47 44 APPROACH % 36% 31% 33% 29% 42% 29% 20% 60% 20% 13% 66% 21% PEAK HR FACTOR 0.806 0.641 0.906 0.780 0.785
APP/DEPART 651 / 434 369 / 340 529 / 640 599 / 734 0
4:00 PM 38 18 26 4 11 21 14 109 48 14 108 10 421 0 0 0 0 0 7 3 23 6 4:15 PM 27 10 24 5 6 16 15 121 37 22 99 14 396 0 0 0 0 0 9 3 22 4 4:30 PM 17 11 30 6 11 12 21 106 40 24 108 8 394 0 0 0 0 0 8 2 12 1 4:45 PM 24 12 39 7 7 17 17 106 49 30 111 4 423 0 0 0 0 0 7 6 18 1 5:00 PM 37 18 30 6 6 12 22 100 40 9 132 10 422 0 0 0 0 0 8 0 10 3 5:15 PM 36 5 32 4 6 13 22 117 47 27 142 8 459 0 0 1 0 1 5 1 18 2 5:30 PM 31 5 28 5 8 12 25 105 42 40 143 3 447 0 0 0 0 0 5 4 13 1 5:45 PM 28 14 32 5 11 16 16 119 49 33 110 12 445 0 0 0 0 0 6 3 11 6 VOLUMES 238 93 241 42 66 119 152 883 352 199 953 69 3,407 0 0 1 0 1 55 22 127 24 APPROACH % 42% 16% 42% 19% 29% 52% 11% 64% 25% 16% 78% 6% APP/DEPART 572 / 313 227 / 617 1,387 / 1,166 1,221 / 1,311 0

BEGIN PEAK HR
VOLUMES 132 42 122 20 31 53 84 441 178 109 527 33 1,773 24 8 52 12 APPROACH % 45% 14% 41% 19% 30% 51% 12% 63% 25% 16% 79% 5% PEAK HR FACTOR 0.871 0.813 0.946 0.899 0.966
APP/DEPART 296 / 159 104 / 318 704 / 583 669 / 713 0
Turner

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Turner

U-TURNS RTOR
Turner Turner Riverside Riverside AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-51
1983
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Turner LOCATION #: 1
TUESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 2 0 1 2 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 2 0 0 0 0 0 0 1 0 0 3 1 7 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 1 0 4 0 1 7 0 13 0 0 0 0 0 0 0 0 0
7:30 AM 1 1 0 0 1 0 1 1 0 0 5 2 12 0 0 0 0 0 0 0 0 1
7:45 AM 0 0 0 0 0 0 1 2 3 1 3 0 10 0 0 0 0 0 0 0 1 0
8:00 AM 0 0 2 1 0 0 0 8 1 1 9 0 22 0 0 0 0 0 0 0 0 0
8:15 AM 2 0 0 0 0 0 1 4 1 0 3 0 11 0 0 0 0 0 0 0 1 0
8:30 AM 1 1 0 0 1 0 3 2 2 0 5 1 16 0 0 0 0 0 0 0 0 0
8:45 AM 0 1 0 0 0 2 0 3 1 0 7 0 14 0 0 0 0 0 0 0 1 0
VOLUMES 6 3 2 1 2 3 6 25 8 3 42 4 105 0 0 0 0 0 0 0 3 1 APPROACH % 55% 27% 18% 17% 33% 50% 15% 64% 21% 6% 86% 8% APP/DEPART 11 / 13 6 / 13 39 / 28 49 / 51 0

BEGIN PEAK HR
VOLUMES 1 1 2 1 1 1 2 15 4 3 24 2 57 0 0 1 1
APPROACH % 25% 25% 50% 33% 33% 33% 10% 71% 19% 10% 83% 7% PEAK HR FACTOR 0.500 0.750 0.583 0.725 0.648
APP/DEPART 4 / 5 3 / 8 21 / 18 29 / 26 0
4:00 PM 0 0 3 0 0 0 0 1 2 0 6 0 12 0 0 0 0 0 0 0 0 0
4:15 PM 1 0 2 0 0 1 1 5 1 0 1 0 12 0 0 0 0 0 1 0 0 0
4:30 PM 6 0 2 0 0 0 0 1 2 1 5 0 17 0 0 0 0 0 0 0 0 0
4:45 PM 2 0 1 1 0 0 0 2 1 0 0 0 7 0 0 0 0 0 0 0 0 0
5:00 PM 1 1 0 0 1 0 1 1 2 1 2 1 11 0 0 0 0 0 0 0 1 1
5:15 PM 0 1 3 0 1 0 0 2 0 1 4 0 12 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 2 0 0 0 0 9 0 0 5 0 16 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 1 0 1 0 0 4 1 2 2 0 11 0 0 0 0 0 0 0 0 0
VOLUMES 10 2 14 1 3 1 2 25 9 5 25 1 98 0 0 0 0 0 1 0 1 1 APPROACH % 38% 8% 54% 20% 60% 20% 6% 69% 25% 16% 81% 3% APP/DEPART 26 / 5 5 / 17 36 / 40 31 / 36 0

BEGIN PEAK HR
VOLUMES 1 2 6 0 3 0 1 16 3 4 13 1 50 0 0 1 1
APPROACH % 11% 22% 67% 0% 100% 0% 5% 80% 15% 22% 72% 6% PEAK HR FACTOR 0.563 0.750 0.556 0.900 0.781
APP/DEPART 9 / 4 3 / 10 20 / 22 18 / 14 0
Turner

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Turner

U-TURNS RTOR
Turner Turner Riverside Riverside AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-52
1984
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Turner LOCATION #: 1
TUESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 2 0 1 2 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 1 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 1 0 1 0 1 2 0 0 3 0 8 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 100% 0% 100% 0% 33% 67% 0% 0% 100% 0%
APP/DEPART 1 / 1 1 / 1 3 / 3 3 / 3 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 1 0 0 0 0 0 2 0 3 0 0 0 0
APPROACH % 0% 0% 0% 0% 100% 0% 0% 0% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.250 0.000 0.500 0.375
APP/DEPART 0 / 0 1 / 1 0 / 0 2 / 2 0
4:00 PM 0 0 0 0 0 0 1 1 0 0 3 0 5 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 1 0 1 0 2 0 0 0 0 0 0 0 0 0
4:30 PM 1 0 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
VOLUMES 1 0 0 0 2 0 1 1 1 0 10 0 16 0 0 0 0 0 0 0 0 0
APPROACH % 100% 0% 0% 0% 100% 0% 33% 33% 33% 0% 100% 0% APP/DEPART 1 / 1 2 / 3 3 / 1 10 / 11 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 2 0 0 0 0 0 3 0 5 0 0 0 0
APPROACH % 0% 0% 0% 0% 100% 0% 0% 0% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.250 0.000 0.750 0.625
APP/DEPART 0 / 0 2 / 2 0 / 0 3 / 3 0
Turner

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Turner

U-TURNS RTOR
Turner Turner Riverside Riverside AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-53
1985
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Turner LOCATION #: 1
TUESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 2 0 1 2 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 1 1 1 0 3 0 6 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 2 0 0 2 0 4 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 2 4 1 0 9 0 16 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 29% 57% 14% 0% 100% 0%
APP/DEPART 0 / 2 0 / 1 7 / 4 9 / 9 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 2 4 1 0 6 0 13 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 29% 57% 14% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.583 0.500 0.542
APP/DEPART 0 / 2 0 / 1 7 / 4 6 / 6 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 3 0 0 1 0 4 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 1 1 0 1 0 3 0 0 0 0 0 0 0 1 0
5:15 PM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 1 0 0 0 5 1 0 5 0 12 0 0 0 0 0 0 0 1 0
APPROACH % 0% 0% 0% 100% 0% 0% 0% 83% 17% 0% 100% 0%
APP/DEPART 0 / 0 1 / 1 6 / 6 5 / 5 0

BEGIN PEAK HR
VOLUMES 0 0 0 1 0 0 0 1 1 0 3 0 6 0 0 1 0
APPROACH % 0% 0% 0% 100% 0% 0% 0% 50% 50% 0% 100% 0%
PEAK HR FACTOR 0.000 0.250 0.250 0.375 0.500
APP/DEPART 0 / 0 1 / 1 2 / 2 3 / 3 0
Turner

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Turner

U-TURNS RTOR
Turner Turner Riverside Riverside AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-54
1986
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Turner LOCATION #: 1
TUESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 2 0 1 2 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Turner

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Turner

U-TURNS RTOR
Turner Turner Riverside Riverside AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-55
1987
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Turner LOCATION #: 1
TUESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 2 0 1 2 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0 0 0 0 0
7:15 AM 0 2 0 0 0 0 2 0 0 0 1 0 5 0 0 0 0 0 0 0 0 0
7:30 AM 2 0 1 1 1 1 1 1 0 0 1 0 9 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 1 1 0 0 1 1 0 0 1 0 5 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 1 0 0 0 0 1 1 3 0 0 0 0 0 0 0 0 1
8:15 AM 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 1 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 1 0 0 0 2 0 0 0 0 3 0 0 0 0 0 0 0 0 0
VOLUMES 2 2 2 3 1 2 5 6 1 0 5 1 30 0 0 0 0 0 0 0 0 1
APPROACH % 33% 33% 33% 50% 17% 33% 42% 50% 8% 0% 83% 17% APP/DEPART 6 / 8 6 / 2 12 / 11 6 / 9 0

BEGIN PEAK HR
VOLUMES 2 2 2 2 1 2 4 2 0 0 4 1 22 0 0 0 1
APPROACH % 33% 33% 33% 40% 20% 40% 67% 33% 0% 0% 80% 20% PEAK HR FACTOR 0.500 0.417 0.750 0.625 0.611
APP/DEPART 6 / 7 5 / 1 6 / 6 5 / 8 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 100% 0% 0% 0% 0% 0%
APP/DEPART 0 / 1 0 / 0 1 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Turner

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Turner

U-TURNS RTOR
Turner Turner Riverside Riverside AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-56
1988
T
'$TE
/2C$T,21
352-ECT 
6C
Tue 0D\  125T+ 628T+
/2C$T,21 

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C21T52/
6T23 $//
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30 0' : E Ź
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1/ 1T 15 6/ 6T 65 E/ ET E5 :/ :T :5 T2T$/ 1% 6% E% :% TT/ 155 655 E55 :55 /$1E6


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92/80E6     

    
 
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T2T$/          
    
5725
,17(56(&7,217851,1*029(0(17&28176
35E3$5E' %<
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878516
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$//3('$1'%,.( 3('(675,$1&5266,1*6
AGG U-TurnV Wo LeIW TurnV

3.1-57
1989
857 175 600 82 TOTA/ 1244
455    PM 
402

   AM  274 188 462 625 166 255 TOTA/ PMAM41 315 AMPM TOTA/ 236 198 355 749 427 322 
 AM   717
 PM   278
839 TOTA/ 195 763 37 995
526 114 366 46 TOTA/ 807
238    PM 
288    AM  182 81 263 398 104 137 TOTA/ PMAM$0  $0

$0 22 188
1$ AMPM TOTA/ 147 30 
30

30 149 216 484 234 250

 AM 
 
 540
 PM  
  145
537 TRWDO 147 515 23 685
TXUQHU

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7851,1*029(0(17&28176

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OQWDULR
SC3418
A// +OURS
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TXUQHU CKLQR CKLQR
PEA. +OUR

3.1-58
1990
'$7(
/2&$7,21
2QWDULR 352-(&7
6&
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7XUQHU /2&$7,21
 
78(6'$< ($67 :(67
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            ; ; ; ;

$0                       
$0       

             

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30   
                   
30                       
30     
                 
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30
,17(56(&7,217851,1*029(0(17&28176
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3.1-59
1991
'$7(
/2&$7,21
2QWDULR 352-(&7
6&
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7XUQHU /2&$7,21
 
78(6'$< ($67 :(67
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            ; ; ; ;

$0                       
$0                       
$0                       
$0                       
$0                       
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$0                       
$0                       92/80(6                       
$3352$&+             $33'(3$57     
   
   
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30
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3.1-60
1992
'$7(
/2&$7,21
2QWDULR 352-(&7
6&
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7XUQHU /2&$7,21
 
78(6'$< ($67 :(67
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            ; ; ; ;

$0                       
$0                       
$0                       
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30                       
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30                       92/80(6                       $3352$&+            
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30
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35(3$5('%<
$LP7'//&WHO
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3.1-61
1993
'$7(
/2&$7,21
2QWDULR 352-(&7
6&
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7XUQHU /2&$7,21
 
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            ; ; ; ;

$0                       
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30                       
30                       
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30                       
30                       
30                       
30                       
30                       92/80(6                       $3352$&+            
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30
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3.1-62
1994
'$7(
/2&$7,21
2QWDULR 352-(&7
6&
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7XUQHU /2&$7,21
 
78(6'$< ($67 :(67
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            ; ; ; ;

$0                       
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30                       
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30                       
30                       
30                       
30                       
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30                       92/80(6                       $3352$&+            
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878516 5725
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$0 30

30
,17(56(&7,217851,1*029(0(17&28176
35(3$5('%<
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FV#DLPWGFRP

3.1-63
1995
'$7(
/2&$7,21
2QWDULR 352-(&7
6&
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7XUQHU /2&$7,21
 
78(6'$< ($67 :(67
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            ; ; ; ;

$0                       
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$0                       
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30                       
30                       
30                       
30                       
30                       
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30                       
30                       92/80(6                       $3352$&+            
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878516 5725
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$0 30

30
,17(56(&7,217851,1*029(0(17&28176
35(3$5('%<
$LP7'//&WHO
FV#DLPWGFRP

3.1-64
1996
T
DATE

LOCATION
PRO-ECT 
SC
Tue Ma\  NORT+ SOUT+
LOCATION 

EAST :EST

CONTROL
SIGNAL
NOTES
AM
PM N
MD : ( Ź
OT+ER S
OT+ER
NORT+BOUND SOUT+BOUND EASTBOUND :ESTBOUND
NL NT NR SL ST SR EL ET ER :L :T :R TOTAL NB SB EB :B TTL NRR SRR ERR :RR LANES


 AM
         
 

 AM             


 AM             

 AM           
 

 AM       
     

 AM         
  

 AM             

 AM           
 
VOLUMES                  APPROAC+        
  
 
APP/DEPART    /   / 

 /  
BEGIN PEAK +R
VOLUMES      
      
 
APPROAC+           
 
PEAK +R )ACTOR   
 
 

APP/DEPART 
   /   / 

 / 
 

 PM         

  

 PM   
        

 PM  
      
  

 PM         
  


 PM           


 PM    
       


 PM             


 PM             
VOLUMES      
 
  
  

 
APPROAC+      
  
    
APP/DEPART  
 /   /   /
 
BEGIN PEAK +R
VOLUMES        
     
APPROAC+        
    
PEAK +R )ACTOR 
   
 

APP/DEPART    / 
 /   /  
Turner
NORT+ SIDE
Ontario Ranch :EST SIDE EAST SIDE Ontario Ranch
SOUT+ SIDE
Turner
E SIDE : SIDE S SIDE N SIDE TOTAL E SIDE : SIDE S SIDE N SIDE TOTAL ES :S SS NS TOTAL 
 AM               

 AM               

 AM               

 AM               

 AM               

 AM               

 AM               

 AM               
TOTAL
             

 PM               

 PM               

 PM               

 PM               

 PM               

 PM               

 PM               

 PM               
TOTAL               
%,C<CLE CROSS,1*S AM PM AM

 AM PM

 PM
ALL PED A1D %,KE PEDESTR,A1 CROSS,1*S
RTOR
,1TERSECT,O1 TUR1,1* MO9EME1T COU1TS

PREPARED BY
AiPTD LLC teO
   cV#aiPtGcoP
Ontario
Turner
2ntDrLo 5DnFK
UTUR1S
Turner Turner Ontario Ranch Ontario Ranch AGG UTXUQV WR /HIW TXUQV

3.1-65
1997
    727$/ 
 
   30 

    $0  727$/ 30 $0 $0 30 727$/  $0   
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    30 
 
   $0  727$/ 30 $0$0 
$0

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1$ $0 30 727$/
30 
30

30
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7XUQHU
$LP7'//&
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2QWDULR
6&
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7XUQHU
7XUQHU 2QWDULR5DQFK 2QWDULR5DQFK
3($.+285

3.1-66
1998
'$7(
/2&$7,21
2QWDULR 352-(&7
6&
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7XUQHU /2&$7,21
 
78(6'$< ($67 :(67
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CLASS 1: NOTES: $0
x
3$66(1*(5 30 1
9(+,&/(6 0'
{ : (
y
27+(5 6
27+(5
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1257+%281' 6287+%281' ($67%281' :(67%281'

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1257+6,'(
Ontario RancK :(676,'( ($676,'( Ontario RancK
6287+6,'(
Turner AM

$0 PM

30

INTERSECTION TURNING MOVEMENT COUNTS
35(3$5('%<
$LP7'//&WHO
FV#DLPWGFRP

U-TURNS RTOR
7XUQHU 7XUQHU 2QWDULR5DQFK 2QWDULR5DQFK

3.1-67
1999
'$7(
/2&$7,21
2QWDULR 352-(&7
6&
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7XUQHU /2&$7,21
 
78(6'$< ($67 :(67
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{ : (
y
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$0                       
$0                      

$0                       
$0                      

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$0                       
$0                       92/80(6                       $3352$&+       
  
 
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30                       
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1257+6,'(
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6287+6,'(
Turner AM

$0 PM

30

INTERSECTION TURNING MOVEMENT COUNTS
35(3$5('%<
$LP7'//&WHO
FV#DLPWGFRP

U-TURNS RTOR
7XUQHU 7XUQHU 2QWDULR5DQFK 2QWDULR5DQFK

3.1-68
2000
'$7(
/2&$7,21
2QWDULR 352-(&7
6&
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7XUQHU /2&$7,21
 
78(6'$< ($67 :(67
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x
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$0                      

$0                       
$0                       
$0                      

$0                       
$0                       
$0                       
$0                      
92/80(6                      
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30                       
30                       
30                       
30                       
30       
              

30                      

30                       
30                       92/80(6                       $3352$&+            
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$33'(3$57  /            Turner
1257+6,'(
Ontario RancK :(676,'( ($676,'( Ontario RancK
6287+6,'(
Turner AM

$0 PM

30

INTERSECTION TURNING MOVEMENT COUNTS
35(3$5('%<
$LP7'//&WHO
FV#DLPWGFRP

U-TURNS RTOR
7XUQHU 7XUQHU 2QWDULR5DQFK 2QWDULR5DQFK

3.1-69
2001
'$7(
/2&$7,21
2QWDULR 352-(&7
6&
 1257+ 6287+
7XUQHU /2&$7,21
 
78(6'$< ($67 :(67
2QWDULR5DQFK &21752/
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CLASS 4: NOTES: $0
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25025( 30 1
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{ : (
y
758&.6 27+(5 6
27+(5
z
1257+%281' 6287+%281' ($67%281' :(67%281'

1/ 17 15 6/ 67 65 (/ (7 (5 :/ :7 :5 727$/ 1% 6% (% :% 77/ 155 655 (55 :55 /$1(6
               

$0                       
$0                       
$0                       
$0                       
$0                       

$0                       
$0                       
$0                       
92/80(6       
              
$3352$&+       

 

 
$33'(3$57  /    
 
    
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92/80(6                  
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$33'(3$57  /            
30                      

30                       
30                       
30       
              

30                       
30                       
30       
              

30                       92/80(6                       
$3352$&+            
$33'(3$57  /        
  
 
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92/80(6                  $3352$&+            
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$33'(3$57  /            Turner
1257+6,'(
Ontario RancK :(676,'( ($676,'( Ontario RancK
6287+6,'(
Turner AM

$0 PM

30

INTERSECTION TURNING MOVEMENT COUNTS
35(3$5('%<
$LP7'//&WHO
FV#DLPWGFRP

U-TURNS RTOR
7XUQHU 7XUQHU 2QWDULR5DQFK 2QWDULR5DQFK

3.1-70
2002
'$7(
/2&$7,21
2QWDULR 352-(&7
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3.1-71
2003
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U-TURNS RTOR
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3.1-72
2004
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3.1-73
2005
  
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3.1-75
2007
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3.1-76
2008
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2009
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2010
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2011
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2012
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2013
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2014
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2015
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3.1-89
2021
 

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3.1-90
2022
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Haven LOCATION #: 19
WEDNESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 0 1 0 1 1 1 1 1 0 1 2 0 0 0 0 0
7:00 AM 2 79 2 20 39 40 71 24 3 6 28 19 333 0 0 0 0 0 1 23 1 6 7:15 AM 1 96 8 36 23 58 63 43 3 12 60 29 432 0 0 0 0 0 0 36 0 12 7:30 AM 4 75 11 40 35 92 86 63 6 18 58 35 523 0 1 0 0 1 2 64 1 3 7:45 AM 4 73 15 58 40 46 86 123 5 19 77 34 580 0 1 0 0 1 3 38 0 1 8:00 AM 3 54 32 76 45 35 71 125 3 31 98 44 617 0 1 0 1 2 6 24 1 17 8:15 AM 4 67 27 77 40 42 51 105 5 29 90 53 590 0 1 0 0 1 4 34 1 8 8:30 AM 4 64 6 21 31 36 40 38 6 13 85 38 382 0 1 0 0 1 1 31 1 3 8:45 AM 6 80 9 18 31 45 45 21 4 8 22 11 300 0 1 0 0 1 0 31 1 0 VOLUMES 28 588 110 346 284 394 513 542 35 136 518 263 3,757 0 6 0 1 7 17 281 6 50 APPROACH % 4% 81% 15% 34% 28% 38% 47% 50% 3% 15% 56% 29% APP/DEPART 726 / 1,370 1,024 / 454 1,090 / 993 917 / 940 0

BEGIN PEAK HR
VOLUMES 15 269 85 247 160 215 294 416 19 96 323 166 2,310 15 160 3 29 APPROACH % 4% 73% 23% 39% 26% 34% 40% 57% 3% 16% 55% 28% PEAK HR FACTOR 0.941 0.937 0.852 0.847 0.936
APP/DEPART 369 / 733 626 / 275 729 / 749 586 / 553 0
4:00 PM 5 58 17 30 63 70 73 56 3 4 42 27 448 0 0 0 0 0 3 54 0 11 4:15 PM 6 61 13 41 67 67 79 78 11 6 50 22 501 0 5 0 0 5 1 48 0 2 4:30 PM 8 72 19 27 94 77 63 69 2 6 39 33 509 0 2 0 0 2 2 38 0 15 4:45 PM 5 47 10 24 89 84 72 50 11 7 60 24 483 0 1 0 0 1 0 56 0 10 5:00 PM 3 70 5 29 65 64 82 76 10 14 58 23 499 0 1 0 0 1 0 40 0 5 5:15 PM 8 71 11 23 82 94 64 68 7 11 61 15 515 0 0 0 0 0 1 65 0 3 5:30 PM 7 65 11 33 102 92 72 61 11 18 49 22 543 0 1 0 0 1 0 57 1 9 5:45 PM 9 73 21 30 78 73 42 69 17 6 82 15 515 0 1 0 0 1 5 51 0 2 VOLUMES 51 517 107 237 640 621 547 527 72 72 441 181 4,013 0 11 0 0 11 12 409 1 57 APPROACH % 8% 77% 16% 16% 43% 41% 48% 46% 6% 10% 64% 26% APP/DEPART 675 / 1,256 1,498 / 784 1,146 / 860 694 / 1,113 0

BEGIN PEAK HR
VOLUMES 27 279 48 112 327 323 260 274 45 49 250 75 2,072 6 213 1 19 APPROACH % 8% 79% 14% 15% 43% 42% 45% 47% 8% 13% 67% 20% PEAK HR FACTOR 0.859 0.843 0.862 0.908 0.954
APP/DEPART 354 / 617 765 / 421 579 / 434 374 / 600 0
Haven

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Haven AM
7:30 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Riverside Riverside

3.1-91
2023
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Haven LOCATION #: 19
WEDNESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 0 1 0 1 1 1 1 1 0 1 2 0 0 0 0 0
7:00 AM 0 1 0 0 4 5 1 1 1 1 3 1 18 0 0 0 0 0 0 2 0 0
7:15 AM 0 3 1 0 0 3 0 0 2 0 2 0 11 0 0 0 0 0 0 2 0 0
7:30 AM 0 1 0 0 1 1 3 1 3 1 2 1 14 0 0 0 0 0 0 0 0 0
7:45 AM 0 3 0 1 5 3 1 4 2 0 4 1 24 0 0 0 0 0 0 3 0 0
8:00 AM 0 4 0 1 2 0 4 2 0 1 0 1 15 0 0 0 0 0 0 0 0 1
8:15 AM 0 1 0 1 2 1 3 3 0 0 2 0 13 0 0 0 0 0 0 1 0 0
8:30 AM 0 3 1 2 4 2 2 1 0 0 3 1 19 0 0 0 0 0 0 2 0 0
8:45 AM 0 5 0 1 11 4 3 0 1 0 2 2 29 0 0 0 0 0 0 3 0 0
VOLUMES 0 21 2 6 29 19 17 12 9 3 18 7 143 0 0 0 0 0 0 13 0 1 APPROACH % 0% 91% 9% 11% 54% 35% 45% 32% 24% 11% 64% 25% APP/DEPART 23 / 45 54 / 41 38 / 20 28 / 37 0

BEGIN PEAK HR
VOLUMES 0 9 0 3 10 5 11 10 5 2 8 3 66 0 4 0 1
APPROACH % 0% 100% 0% 17% 56% 28% 42% 38% 19% 15% 62% 23% PEAK HR FACTOR 0.563 0.500 0.929 0.650 0.688
APP/DEPART 9 / 23 18 / 17 26 / 13 13 / 13 0
4:00 PM 1 4 2 1 2 1 2 4 0 1 4 0 22 0 0 0 0 0 0 1 0 0
4:15 PM 1 5 0 0 2 1 2 0 0 0 3 2 16 0 0 0 0 0 0 0 0 0
4:30 PM 0 2 0 0 4 1 1 1 0 1 3 0 13 0 0 0 0 0 0 1 0 0
4:45 PM 0 6 0 0 3 2 1 4 0 0 3 2 21 0 0 0 0 0 0 1 0 0
5:00 PM 0 1 0 0 2 0 3 3 0 1 0 0 10 0 0 0 0 0 0 0 0 0
5:15 PM 1 4 0 0 4 1 3 5 0 0 3 0 21 0 0 0 0 0 0 0 0 0
5:30 PM 0 3 0 0 1 3 4 4 0 0 1 0 16 0 0 0 0 0 0 2 0 0
5:45 PM 0 4 1 1 2 3 0 0 1 0 5 1 18 0 0 0 0 0 0 2 0 0
VOLUMES 3 29 3 2 20 12 16 21 1 3 22 5 137 0 0 0 0 0 0 7 0 0 APPROACH % 9% 83% 9% 6% 59% 35% 42% 55% 3% 10% 73% 17%
APP/DEPART 35 / 50 34 / 24 38 / 26 30 / 37 0

BEGIN PEAK HR
VOLUMES 1 12 1 1 9 7 10 12 1 1 9 1 65 0 4 0 0
APPROACH % 7% 86% 7% 6% 53% 41% 43% 52% 4% 9% 82% 9%
PEAK HR FACTOR 0.700 0.708 0.719 0.458 0.774
APP/DEPART 14 / 23 17 / 11 23 / 14 11 / 17 0
Haven

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Haven AM
7:30 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Riverside Riverside

3.1-92
2024
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Haven LOCATION #: 19
WEDNESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 0 1 0 1 1 1 1 1 0 1 2 0 0 0 0 0
7:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 1 0 0 1 0 0 0 2 0 0 0 0 0 0 1 0 0
7:30 AM 1 0 0 0 0 1 1 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 1 0 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0
8:00 AM 0 1 0 0 0 0 1 0 0 0 1 0 3 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 1 0 1 0 0 1 0 0 0 0 3 0 0 0 0 0 0 0 0 0
8:30 AM 0 1 0 0 0 0 0 0 0 2 1 0 4 0 0 0 0 0 0 0 0 0
8:45 AM 1 1 0 1 0 0 1 0 0 0 4 1 9 0 0 0 0 0 0 0 0 0
VOLUMES 2 4 2 1 2 2 3 2 1 2 6 1 28 0 0 0 0 0 0 1 0 0
APPROACH % 25% 50% 25% 20% 40% 40% 50% 33% 17% 22% 67% 11% APP/DEPART 8 / 8 5 / 5 6 / 5 9 / 10 0

BEGIN PEAK HR
VOLUMES 1 1 2 0 1 1 2 2 0 0 1 0 11 0 0 0 0
APPROACH % 25% 25% 50% 0% 50% 50% 50% 50% 0% 0% 100% 0% PEAK HR FACTOR 1.000 0.500 1.000 0.250 0.917
APP/DEPART 4 / 3 2 / 1 4 / 4 1 / 3 0
4:00 PM 0 0 0 1 0 1 1 0 0 0 0 0 3 0 0 0 0 0 0 1 0 0
4:15 PM 0 0 0 0 1 0 2 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0
5:00 PM 0 1 0 1 1 0 1 1 0 0 0 1 6 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 1 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0
5:45 PM 0 1 0 0 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0
VOLUMES 0 2 0 2 2 1 5 4 0 1 1 1 19 0 0 0 0 0 0 1 0 0
APPROACH % 0% 100% 0% 40% 40% 20% 56% 44% 0% 33% 33% 33% APP/DEPART 2 / 8 5 / 3 9 / 6 3 / 2 0

BEGIN PEAK HR
VOLUMES 0 2 0 1 1 0 2 3 0 1 0 1 11 0 0 0 0
APPROACH % 0% 100% 0% 50% 50% 0% 40% 60% 0% 50% 0% 50%
PEAK HR FACTOR 0.500 0.250 0.625 0.500 0.458
APP/DEPART 2 / 5 2 / 2 5 / 4 2 / 0 0
Haven

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Haven AM
7:30 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Riverside Riverside

3.1-93
2025
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Haven LOCATION #: 19
WEDNESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 0 1 0 1 1 1 1 1 0 1 2 0 0 0 0 0
7:00 AM 0 1 0 0 2 0 0 1 0 0 0 0 4 0 0 0 0 0 0 0 0 0
7:15 AM 0 1 0 0 0 1 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0
7:30 AM 0 2 0 0 0 0 0 0 0 0 1 0 3 0 0 0 0 0 0 0 0 0
7:45 AM 0 1 0 0 1 1 0 1 0 0 0 0 4 0 0 0 0 0 0 1 0 0
8:00 AM 0 1 0 0 0 0 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
8:15 AM 1 0 0 0 1 0 1 0 1 0 0 0 4 0 0 0 0 0 0 0 0 0
8:30 AM 0 1 0 0 1 0 1 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0
8:45 AM 0 1 0 0 0 0 0 1 1 0 0 0 3 0 0 0 0 0 0 0 0 0
VOLUMES 1 8 0 0 5 2 3 3 2 0 1 0 25 0 0 0 0 0 0 2 0 0
APPROACH % 11% 89% 0% 0% 71% 29% 38% 38% 25% 0% 100% 0% APP/DEPART 9 / 11 7 / 7 8 / 3 1 / 4 0

BEGIN PEAK HR
VOLUMES 1 4 0 0 2 1 2 1 1 0 1 0 13 0 1 0 0
APPROACH % 20% 80% 0% 0% 67% 33% 50% 25% 25% 0% 100% 0% PEAK HR FACTOR 0.625 0.375 0.500 0.250 0.813
APP/DEPART 5 / 6 3 / 3 4 / 1 1 / 3 0
4:00 PM 0 0 0 0 0 1 1 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0
4:15 PM 0 0 1 0 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0
4:30 PM 0 1 0 0 0 1 0 2 0 0 0 0 4 0 0 0 0 0 0 1 0 0
4:45 PM 0 1 0 0 1 0 0 1 0 0 0 0 3 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 1 0 3 0 0 0 1 0 5 0 0 0 0 0 0 0 0 0
5:15 PM 0 1 0 0 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 1 1 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
VOLUMES 0 3 2 1 2 2 5 5 0 0 1 0 21 0 0 0 0 0 0 2 0 0
APPROACH % 0% 60% 40% 20% 40% 40% 50% 50% 0% 0% 100% 0% APP/DEPART 5 / 8 5 / 2 10 / 8 1 / 3 0

BEGIN PEAK HR
VOLUMES 0 1 1 1 1 0 4 1 0 0 1 0 10 0 0 0 0
APPROACH % 0% 50% 50% 50% 50% 0% 80% 20% 0% 0% 100% 0%
PEAK HR FACTOR 0.500 0.500 0.417 0.250 0.500
APP/DEPART 2 / 5 2 / 1 5 / 3 1 / 1 0
Haven

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Haven AM
7:30 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Riverside Riverside

3.1-94
2026
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Haven LOCATION #: 19
WEDNESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 0 1 0 1 1 1 1 1 0 1 2 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0
APPROACH % 0% 0% 0% 0% 0% 100% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 1 / 0 0 / 0 0 / 1 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Haven

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Haven AM
7:30 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Riverside Riverside

3.1-95
2027
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Haven LOCATION #: 19
WEDNESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 0 1 0 1 1 1 1 1 0 1 2 0 0 0 0 0
7:00 AM 0 0 0 0 1 1 0 0 1 0 1 0 4 0 0 0 0 0 0 1 1 0
7:15 AM 0 0 0 0 0 3 1 0 0 1 0 0 5 0 0 0 0 0 0 2 0 0
7:30 AM 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 5 1 0 1 1 0 0 2 0 10 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 1 0 0 1 1 0 0 0 1 6 10 0 0 0 0 0 0 0 0 4
8:15 AM 0 0 1 1 0 0 0 1 0 0 0 0 3 0 0 0 0 0 1 0 0 0
8:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 1 0 0 0 3 0 0 0 0 4 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 2 7 2 5 3 8 1 1 4 6 39 0 0 0 0 0 1 3 1 4
APPROACH % 0% 0% 100% 50% 14% 36% 25% 67% 8% 9% 36% 55% APP/DEPART 2 / 9 14 / 4 12 / 17 11 / 9 0

BEGIN PEAK HR
VOLUMES 0 0 2 6 1 1 2 4 0 0 3 6 25 1 0 0 4
APPROACH % 0% 0% 100% 75% 13% 13% 33% 67% 0% 0% 33% 67% PEAK HR FACTOR 0.500 0.333 0.750 0.321 0.625
APP/DEPART 2 / 8 8 / 1 6 / 12 9 / 4 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 2 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
VOLUMES 0 1 0 3 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0
APPROACH % 0% 100% 0% 100% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 1 / 1 3 / 0 0 / 3 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 1 0 1 0 0 0 0 0 0 0 0 2 0 0 0 0
APPROACH % 0% 100% 0% 100% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.250 0.250 0.000 0.000 0.500
APP/DEPART 1 / 1 1 / 0 0 / 1 0 / 0 0
Haven

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Haven AM
7:30 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Riverside Riverside

3.1-96
2028
T42321
DATE: LOCATION: PROJECT #: SC3418
Tue, May 10, 22 NORTH & SOUTH: LOCATION #: 8
EAST & WEST: CONTROL: STOP E
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 X X 1 0 1 X 1 X X X 0 0 0 0 X X X X
7:00 AM 15 85 0 0 38 3 8 0 12 0 0 0 161 0 0 0 0 0 0 0 0 0 7:15 AM 34 105 0 0 39 9 9 0 16 0 0 0 212 0 0 0 0 0 0 0 0 0 7:30 AM 55 107 0 0 37 11 7 0 11 0 0 0 228 0 0 0 0 0 0 0 0 0 7:45 AM 36 75 0 0 53 10 11 0 17 0 0 0 202 0 0 0 0 0 0 0 0 0 8:00 AM 18 77 0 0 68 7 22 0 20 0 0 0 212 0 0 0 0 0 0 0 0 0 8:15 AM 15 90 0 0 71 16 3 0 9 0 0 0 204 0 0 0 0 0 0 0 0 0 8:30 AM 18 70 0 0 49 13 6 0 10 0 0 0 166 0 0 0 0 0 0 0 0 0 8:45 AM 14 67 0 0 47 9 4 0 7 0 0 0 148 0 0 0 0 0 0 0 0 0 VOLUMES 205 676 0 0 402 78 70 0 102 0 0 0 1,533 0 0 0 0 0 0 0 0 0 APPROACH % 23% 77% 0% 0% 84% 16% 41% 0% 59% 0% 0% 0%
APP/DEPART 881 / 746 480 / 504 172 / 0 0 / 283 0

BEGIN PEAK HR
VOLUMES 143 364 0 0 197 37 49 0 64 0 0 0 854 0 0 0 0
APPROACH % 28% 72% 0% 0% 84% 16% 43% 0% 57% 0% 0% 0%
PEAK HR FACTOR 0.782 0.780 0.673 0.000 0.936
APP/DEPART 507 / 413 234 / 261 113 / 0 0 / 180 0
4:00 PM 24 69 0 0 74 6 4 0 20 0 0 0 197 0 0 0 0 0 0 0 0 0 4:15 PM 23 88 0 0 86 10 6 0 8 0 0 0 221 0 0 0 0 0 0 0 0 0 4:30 PM 22 67 0 0 85 7 7 0 13 0 0 0 201 0 0 0 0 0 0 0 0 0 4:45 PM 21 84 0 0 90 7 9 0 22 0 0 0 233 0 0 0 0 0 0 0 0 0 5:00 PM 16 67 0 0 96 10 6 0 15 0 0 0 210 0 0 0 0 0 0 0 0 0 5:15 PM 22 85 0 0 98 9 15 0 13 0 0 0 242 0 0 0 0 0 0 0 0 0 5:30 PM 13 84 0 0 111 4 8 0 14 0 0 0 234 0 0 0 0 0 0 0 0 0 5:45 PM 17 69 0 0 114 4 9 0 25 0 0 0 238 0 0 0 0 0 0 0 0 0 VOLUMES 158 613 0 0 754 57 64 0 130 0 0 0 1,776 0 0 0 0 0 0 0 0 0 APPROACH % 20% 80% 0% 0% 93% 7% 33% 0% 67% 0% 0% 0%
APP/DEPART 771 / 677 811 / 884 194 / 0 0 / 215 0

BEGIN PEAK HR
VOLUMES 68 305 0 0 419 27 38 0 67 0 0 0 924 0 0 0 0
APPROACH % 18% 82% 0% 0% 94% 6% 36% 0% 64% 0% 0% 0%
PEAK HR FACTOR 0.871 0.945 0.772 0.000 0.955
APP/DEPART 373 / 343 446 / 486 105 / 0 0 / 95 0
Haven

NORTH SIDE
Chino WEST SIDE EAST SIDE Chino

SOUTH SIDE
Haven

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

BICYCLE CROSSINGS AM PM AM
7:15 AM PM
5:00 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
RTOR

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Ontario
Haven
Chino

U-TURNS
Haven Haven Chino Chino Add U-Turns to Left Turns

3.1-97
2029
1,291 135 1,156 0 TOTAL 1,423
811 57 754 0 PM 677
480 78 402 0 AM 746 0 0 0 498 215 283 0 0 0 0 0 0 TOTAL PMAM0 0 0 134 64 70 AMPM TOTAL 0 0 0 232 130 102 0 0 0 366 194 172 504 AM 205 676 0 881
884 PM 158 613 0 771
1,388 TOTAL 363 1,289 0 1,652
680 64 616 0 TOTAL 756
446 27 419 0 PM 343
234 37 197 0 AM 413 0 0 0 275 95 180 0 0 0 0 0 0 TOTAL PMAMAM 7:15 AM 8:45 AM 0 0 0 87 38 49
#N/A AMPM TOTAL 0 0 0 PM 5:00 PM
3:45 PM 131 67 64 0 0 0 218 105 113
261 AM 143 364 0 507
486 PM 68 305 0 373
747 Total 211 669 0 880
Haven
AimTD LLC

TURNING MOVEMENT COUNTS
Haven ChinoChino
Ontario
SC3418

ALL HOURS
Haven
Haven ChinoChino

PEAK HOUR

3.1-98
2030
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Haven LOCATION #: 8
TUESDAY EAST & WEST: Chino CONTROL: STOP E
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 X X 1 0 1 X 1 X X X X X X X
7:00 AM 15 78 0 0 34 1 6 0 12 0 0 0 146 0 0 0 0 0 0 0 0 0 7:15 AM 33 103 0 0 31 8 9 0 15 0 0 0 199 0 0 0 0 0 0 0 0 0 7:30 AM 55 106 0 0 37 10 6 0 10 0 0 0 224 0 0 0 0 0 0 0 0 0 7:45 AM 36 71 0 0 50 8 9 0 15 0 0 0 189 0 0 0 0 0 0 0 0 0 8:00 AM 18 73 0 0 61 5 22 0 20 0 0 0 199 0 0 0 0 0 0 0 0 0 8:15 AM 13 83 0 0 70 15 3 0 9 0 0 0 193 0 0 0 0 0 0 0 0 0 8:30 AM 16 70 0 0 43 13 6 0 10 0 0 0 158 0 0 0 0 0 0 0 0 0 8:45 AM 10 65 0 0 41 6 4 0 6 0 0 0 132 0 0 0 0 0 0 0 0 0 VOLUMES 196 649 0 0 367 66 65 0 97 0 0 0 1,440 0 0 0 0 0 0 0 0 0 APPROACH % 23% 77% 0% 0% 85% 15% 40% 0% 60% 0% 0% 0%
APP/DEPART 845 / 714 433 / 464 162 / 0 0 / 262 0

BEGIN PEAK HR
VOLUMES 142 353 0 0 179 31 46 0 60 0 0 0 811 0 0 0 0
APPROACH % 29% 71% 0% 0% 85% 15% 43% 0% 57% 0% 0% 0%
PEAK HR FACTOR 0.769 0.795 0.631 0.000 0.905
APP/DEPART 495 / 399 210 / 239 106 / 0 0 / 173 0
4:00 PM 24 64 0 0 73 6 2 0 20 0 0 0 189 0 0 0 0 0 0 0 0 0 4:15 PM 21 75 0 0 80 10 3 0 8 0 0 0 197 0 0 0 0 0 0 0 0 0 4:30 PM 21 63 0 0 83 6 7 0 13 0 0 0 193 0 0 0 0 0 0 0 0 0 4:45 PM 21 83 0 0 86 5 9 0 21 0 0 0 225 0 0 0 0 0 0 0 0 0 5:00 PM 14 63 0 0 93 10 5 0 14 0 0 0 199 0 0 0 0 0 0 0 0 0 5:15 PM 21 82 0 0 92 8 15 0 12 0 0 0 230 0 0 0 0 0 0 0 0 0 5:30 PM 11 79 0 0 108 3 7 0 13 0 0 0 221 0 0 0 0 0 0 0 0 0 5:45 PM 16 66 0 0 111 4 7 0 24 0 0 0 228 0 0 0 0 0 0 0 0 0 VOLUMES 149 575 0 0 726 52 55 0 125 0 0 0 1,682 0 0 0 0 0 0 0 0 0 APPROACH % 21% 79% 0% 0% 93% 7% 31% 0% 69% 0% 0% 0%
APP/DEPART 724 / 630 778 / 851 180 / 0 0 / 201 0

BEGIN PEAK HR
VOLUMES 62 290 0 0 404 25 34 0 63 0 0 0 878 0 0 0 0
APPROACH % 18% 82% 0% 0% 94% 6% 35% 0% 65% 0% 0% 0%
PEAK HR FACTOR 0.854 0.933 0.782 0.000 0.954
APP/DEPART 352 / 324 429 / 467 97 / 0 0 / 87 0
Haven

NORTH SIDE
Chino WEST SIDE EAST SIDE Chino

SOUTH SIDE
Haven AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Chino Chino

3.1-99
2031
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Haven LOCATION #: 8
TUESDAY EAST & WEST: Chino CONTROL: STOP E
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 X X 1 0 1 X 1 X X X X X X X
7:00 AM 0 7 0 0 3 1 0 0 0 0 0 0 11 0 0 0 0 0 0 0 0 0
7:15 AM 1 2 0 0 5 0 0 0 1 0 0 0 9 0 0 0 0 0 0 0 0 0
7:30 AM 0 1 0 0 0 0 0 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0
7:45 AM 0 3 0 0 3 1 2 0 1 0 0 0 10 0 0 0 0 0 0 0 0 0
8:00 AM 0 2 0 0 3 2 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0
8:15 AM 1 4 0 0 1 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0
8:30 AM 1 0 0 0 5 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0
8:45 AM 2 2 0 0 5 2 0 0 1 0 0 0 12 0 0 0 0 0 0 0 0 0
VOLUMES 5 21 0 0 25 6 2 0 4 0 0 0 63 0 0 0 0 0 0 0 0 0
APPROACH % 19% 81% 0% 0% 81% 19% 33% 0% 67% 0% 0% 0%
APP/DEPART 26 / 23 31 / 29 6 / 0 0 / 11 0

BEGIN PEAK HR
VOLUMES 1 8 0 0 11 3 2 0 3 0 0 0 28 0 0 0 0
APPROACH % 11% 89% 0% 0% 79% 21% 40% 0% 60% 0% 0% 0%
PEAK HR FACTOR 0.750 0.700 0.417 0.000 0.700
APP/DEPART 9 / 10 14 / 14 5 / 0 0 / 4 0
4:00 PM 0 4 0 0 1 0 2 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0
4:15 PM 1 9 0 0 6 0 3 0 0 0 0 0 19 0 0 0 0 0 0 0 0 0
4:30 PM 1 4 0 0 2 1 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 3 1 0 0 1 0 0 0 5 0 0 0 0 0 0 0 0 0
5:00 PM 1 4 0 0 3 0 1 0 1 0 0 0 10 0 0 0 0 0 0 0 0 0
5:15 PM 1 3 0 0 6 1 0 0 1 0 0 0 12 0 0 0 0 0 0 0 0 0
5:30 PM 1 5 0 0 2 1 1 0 1 0 0 0 11 0 0 0 0 0 0 0 0 0
5:45 PM 1 2 0 0 3 0 2 0 1 0 0 0 9 0 0 0 0 0 0 0 0 0
VOLUMES 6 31 0 0 26 4 9 0 5 0 0 0 81 0 0 0 0 0 0 0 0 0
APPROACH % 16% 84% 0% 0% 87% 13% 64% 0% 36% 0% 0% 0%
APP/DEPART 37 / 40 30 / 31 14 / 0 0 / 10 0

BEGIN PEAK HR
VOLUMES 4 14 0 0 14 2 4 0 4 0 0 0 42 0 0 0 0
APPROACH % 22% 78% 0% 0% 88% 13% 50% 0% 50% 0% 0% 0%
PEAK HR FACTOR 0.750 0.571 0.667 0.000 0.875
APP/DEPART 18 / 18 16 / 18 8 / 0 0 / 6 0
Haven

NORTH SIDE
Chino WEST SIDE EAST SIDE Chino

SOUTH SIDE
Haven AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Chino Chino

3.1-100
2032
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Haven LOCATION #: 8
TUESDAY EAST & WEST: Chino CONTROL: STOP E
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 X X 1 0 1 X 1 X X X X X X X
7:00 AM 0 0 0 0 0 1 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:15 AM 1 1 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
8:30 AM 1 0 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
VOLUMES 2 1 0 0 4 1 1 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0
APPROACH % 67% 33% 0% 0% 80% 20% 100% 0% 0% 0% 0% 0%
APP/DEPART 3 / 2 5 / 4 1 / 0 0 / 3 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 0
APPROACH % 0% 0% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.500 0.000 0.000 0.500
APP/DEPART 0 / 0 2 / 2 0 / 0 0 / 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
APPROACH % 0% 100% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 1 / 1 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Haven

NORTH SIDE
Chino WEST SIDE EAST SIDE Chino

SOUTH SIDE
Haven AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Chino Chino

3.1-101
2033
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Haven LOCATION #: 8
TUESDAY EAST & WEST: Chino CONTROL: STOP E
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 X X 1 0 1 X 1 X X X X X X X
7:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 1 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
7:45 AM 0 1 0 0 0 1 0 0 1 0 0 0 3 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:15 AM 0 1 0 0 0 1 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 2 0 0 0 0 1 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0
VOLUMES 2 2 0 0 1 5 2 0 1 0 0 0 13 0 0 0 0 0 0 0 0 0
APPROACH % 50% 50% 0% 0% 17% 83% 67% 0% 33% 0% 0% 0%
APP/DEPART 4 / 4 6 / 2 3 / 0 0 / 7 0

BEGIN PEAK HR
VOLUMES 0 1 0 0 1 3 1 0 1 0 0 0 7 0 0 0 0
APPROACH % 0% 100% 0% 0% 25% 75% 50% 0% 50% 0% 0% 0%
PEAK HR FACTOR 0.250 1.000 0.500 0.000 0.583
APP/DEPART 1 / 2 4 / 2 2 / 0 0 / 3 0
4:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
4:15 PM 1 3 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 1 0 0 1 1 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0
5:00 PM 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 1 0 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
5:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
VOLUMES 3 6 0 0 2 1 0 0 0 0 0 0 12 0 0 0 0 0 0 0 0 0
APPROACH % 33% 67% 0% 0% 67% 33% 0% 0% 0% 0% 0% 0%
APP/DEPART 9 / 6 3 / 2 0 / 0 0 / 4 0

BEGIN PEAK HR
VOLUMES 2 1 0 0 1 0 0 0 0 0 0 0 4 0 0 0 0
APPROACH % 67% 33% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.750 0.250 0.000 0.000 0.500
APP/DEPART 3 / 1 1 / 1 0 / 0 0 / 2 0
Haven

NORTH SIDE
Chino WEST SIDE EAST SIDE Chino

SOUTH SIDE
Haven AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Chino Chino

3.1-102
2034
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Haven LOCATION #: 8
TUESDAY EAST & WEST: Chino CONTROL: STOP E
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 X X 1 0 1 X 1 X X X X X X X
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Haven

NORTH SIDE
Chino WEST SIDE EAST SIDE Chino

SOUTH SIDE
Haven AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Chino Chino

3.1-103
2035
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Haven LOCATION #: 8
TUESDAY EAST & WEST: Chino CONTROL: STOP E
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 X X 1 0 1 X 1 X X X X X X X
7:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 2 0 0 2 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0
8:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 3 0 0 5 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0
APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 3 / 3 5 / 5 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 2 0 0 4 0 0 0 0 0 0 0 6 0 0 0 0
APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.250 0.500 0.000 0.000 0.375
APP/DEPART 2 / 2 4 / 4 0 / 0 0 / 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Haven

NORTH SIDE
Chino WEST SIDE EAST SIDE Chino

SOUTH SIDE
Haven AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Chino Chino

3.1-104
2036
T42321
DATE: LOCATION: PROJECT #: SC3418
Tue, May 10, 22 NORTH & SOUTH: LOCATION #: 9
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 X X 1 0 1 X 1 X X X 0 0 0 0 X 0 0 X
7:00 AM 16 103 0 0 51 2 11 0 8 0 0 0 191 3 0 0 0 3 0 0 4 0 7:15 AM 20 120 0 0 60 1 15 0 13 0 0 0 229 3 0 0 0 3 0 0 10 0 7:30 AM 30 142 0 0 43 5 11 0 21 0 0 0 252 2 0 0 0 2 0 0 11 0 7:45 AM 29 85 0 0 74 10 5 0 23 0 0 0 226 5 0 0 0 5 0 1 18 0 8:00 AM 16 93 0 0 82 5 7 0 17 0 0 0 220 5 0 0 0 5 0 2 11 0 8:15 AM 22 93 0 0 77 7 6 0 7 0 0 0 212 4 0 0 0 4 0 1 6 0 8:30 AM 20 81 0 0 56 4 8 0 14 0 0 0 183 6 0 0 0 6 0 0 11 0 8:45 AM 17 86 0 0 52 2 9 0 8 0 0 0 174 6 0 0 0 6 0 0 5 0 VOLUMES 170 803 0 0 495 36 72 0 111 0 0 0 1,687 34 0 0 0 34 0 4 76 0 APPROACH % 17% 83% 0% 0% 93% 7% 39% 0% 61% 0% 0% 0%
APP/DEPART 973 / 875 531 / 640 183 / 0 0 / 172 0

BEGIN PEAK HR
VOLUMES 95 440 0 0 259 21 38 0 74 0 0 0 927 0 3 50 0
APPROACH % 18% 82% 0% 0% 93% 8% 34% 0% 66% 0% 0% 0%
PEAK HR FACTOR 0.778 0.805 0.875 0.000 0.920
APP/DEPART 535 / 478 280 / 348 112 / 0 0 / 101 0
4:00 PM 20 78 0 0 92 5 5 0 18 0 0 0 218 3 0 0 0 3 0 0 12 0 4:15 PM 34 102 0 0 87 2 6 0 10 0 0 0 241 6 0 0 0 6 0 0 9 0 4:30 PM 20 92 0 0 103 0 5 0 18 0 0 0 238 5 0 0 0 5 0 0 15 0 4:45 PM 26 97 0 0 114 2 7 0 27 0 0 0 273 4 0 0 0 4 0 0 21 0 5:00 PM 22 81 0 0 96 6 5 0 16 0 0 0 226 4 0 0 0 4 0 0 14 0 5:15 PM 26 95 0 0 112 6 6 0 11 0 0 0 256 4 0 0 0 4 0 0 8 0 5:30 PM 29 87 0 0 118 5 5 0 18 0 0 0 262 2 0 0 0 2 0 0 13 0 5:45 PM 37 91 0 0 136 3 5 0 31 0 0 0 303 5 0 0 0 5 0 0 24 0 VOLUMES 214 723 0 0 858 29 44 0 149 0 0 0 2,017 33 0 0 0 33 0 0 116 0 APPROACH % 23% 77% 0% 0% 97% 3% 23% 0% 77% 0% 0% 0%
APP/DEPART 937 / 767 887 / 1,040 193 / 0 0 / 210 0

BEGIN PEAK HR
VOLUMES 114 354 0 0 462 20 21 0 76 0 0 0 1,047 0 0 59 0 APPROACH % 24% 76% 0% 0% 96% 4% 22% 0% 78% 0% 0% 0%
PEAK HR FACTOR 0.914 0.867 0.674 0.000 0.864
APP/DEPART 468 / 375 482 / 553 97 / 0 0 / 119 0
Haven

NORTH SIDE
Schaefer WEST SIDE EAST SIDE Schaefer

SOUTH SIDE
Haven

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1
7:30 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
7:45 AM 0 2 1 2 5 0 0 1 0 1 0 2 0 2 4
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 1 5 1 2 9 0 3 1 0 4 1 2 0 2 5
4:00 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 1 1 0 2 0 1 1 0 2 0 0 0 0 0

BICYCLE CROSSINGS AM PM AM
7:15 AM PM
5:00 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
RTOR

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Ontario
Haven
Schaefer

U-TURNS
Haven Haven Schaefer Schaefer Add U-Turns to Left Turns

3.1-105
2037
1,418 65 1,353 0 TOTAL 1,642
887 29 858 0 PM 767
531 36 495 0 AM 875 0 0 0 382 210 172 0 0 0 0 0 0 TOTAL PMAM0 0 0 116 44 72 AMPM TOTAL 0 0 0 260 149 111 0 0 0 376 193 183 640 AM 170 803 0 973
1,040 PM 214 723 0 937
1,680 TOTAL 384 1,526 0 1,910
762 41 721 0 TOTAL 853
482 20 462 0 PM 375
280 21 259 0 AM 478 0 0 0 220 119 101 0 0 0 0 0 0 TOTAL PMAMAM 7:15 AM 8:45 AM 0 0 0 59 21 38
#N/A AMPM TOTAL 0 0 0 PM 5:00 PM
3:45 PM 150 76 74 0 0 0 209 97 112
348 AM 95 440 0 535
553 PM 114 354 0 468
901 Total 209 794 0 1,003
Haven
AimTD LLC

TURNING MOVEMENT COUNTS
Haven SchaeferSchaefer
Ontario
SC3418

ALL HOURS
Haven
Haven SchaeferSchaefer

PEAK HOUR

3.1-106
2038
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Haven LOCATION #: 9
TUESDAY EAST & WEST: Schaefer CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 X X 1 0 1 X 1 X X X X 0 0 X
7:00 AM 13 97 0 0 47 2 11 0 7 0 0 0 177 3 0 0 0 3 0 0 4 0 7:15 AM 19 119 0 0 53 1 14 0 12 0 0 0 218 3 0 0 0 3 0 0 9 0 7:30 AM 28 141 0 0 40 5 11 0 18 0 0 0 243 2 0 0 0 2 0 0 10 0 7:45 AM 28 82 0 0 69 9 5 0 22 0 0 0 215 5 0 0 0 5 0 1 17 0 8:00 AM 16 83 0 0 77 4 7 0 17 0 0 0 204 5 0 0 0 5 0 2 11 0 8:15 AM 22 85 0 0 74 7 6 0 7 0 0 0 201 4 0 0 0 4 0 1 6 0 8:30 AM 17 79 0 0 49 3 7 0 14 0 0 0 169 5 0 0 0 5 0 0 11 0 8:45 AM 17 79 0 0 45 2 9 0 8 0 0 0 160 6 0 0 0 6 0 0 5 0 VOLUMES 160 765 0 0 454 33 70 0 105 0 0 0 1,587 33 0 0 0 33 0 4 73 0 APPROACH % 17% 83% 0% 0% 93% 7% 40% 0% 60% 0% 0% 0%
APP/DEPART 925 / 835 487 / 592 175 / 0 0 / 160 0

BEGIN PEAK HR
VOLUMES 76 425 0 0 239 19 37 0 69 0 0 0 880 0 3 47 0
APPROACH % 15% 82% 0% 0% 93% 7% 35% 0% 65% 0% 0% 0%
PEAK HR FACTOR 0.763 0.796 0.914 0.000 0.905
APP/DEPART 516 / 462 258 / 323 106 / 0 0 / 95 0
4:00 PM 20 75 0 0 89 4 5 0 17 0 0 0 210 3 0 0 0 3 0 0 11 0 4:15 PM 31 88 0 0 84 2 5 0 9 0 0 0 219 6 0 0 0 6 0 0 8 0 4:30 PM 19 86 0 0 99 0 4 0 17 0 0 0 225 4 0 0 0 4 0 0 14 0 4:45 PM 23 96 0 0 110 2 7 0 25 0 0 0 263 4 0 0 0 4 0 0 20 0 5:00 PM 21 77 0 0 94 6 4 0 16 0 0 0 218 3 0 0 0 3 0 0 14 0 5:15 PM 23 88 0 0 105 6 6 0 11 0 0 0 239 4 0 0 0 4 0 0 8 0 5:30 PM 28 82 0 0 115 5 5 0 18 0 0 0 253 2 0 0 0 2 0 0 13 0 5:45 PM 37 89 0 0 132 3 4 0 31 0 0 0 296 5 0 0 0 5 0 0 24 0 VOLUMES 202 681 0 0 828 28 40 0 144 0 0 0 1,923 31 0 0 0 31 0 0 112 0 APPROACH % 23% 77% 0% 0% 97% 3% 22% 0% 78% 0% 0% 0%
APP/DEPART 883 / 721 856 / 1,003 184 / 0 0 / 199 0

BEGIN PEAK HR
VOLUMES 95 336 0 0 446 20 19 0 76 0 0 0 1,006 0 0 59 0
APPROACH % 21% 76% 0% 0% 96% 4% 20% 0% 80% 0% 0% 0%
PEAK HR FACTOR 0.883 0.863 0.679 0.000 0.850
APP/DEPART 445 / 355 466 / 536 95 / 0 0 / 115 0
Haven

NORTH SIDE
Schaefer WEST SIDE EAST SIDE Schaefer

SOUTH SIDE
Haven AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Schaefer Schaefer

3.1-107
2039
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Haven LOCATION #: 9
TUESDAY EAST & WEST: Schaefer CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 X X 1 0 1 X 1 X X X X 0 0 X
7:00 AM 1 6 0 0 1 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0
7:15 AM 1 1 0 0 4 0 1 0 1 0 0 0 8 0 0 0 0 0 0 0 1 0
7:30 AM 2 1 0 0 2 0 0 0 2 0 0 0 7 0 0 0 0 0 0 0 1 0
7:45 AM 1 2 0 0 4 1 0 0 1 0 0 0 9 0 0 0 0 0 0 0 1 0
8:00 AM 0 5 0 0 3 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0
8:15 AM 0 4 0 0 1 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0
8:30 AM 2 2 0 0 5 1 1 0 0 0 0 0 11 1 0 0 0 1 0 0 0 0
8:45 AM 0 5 0 0 6 0 0 0 0 0 0 0 11 0 0 0 0 0 0 0 0 0
VOLUMES 7 26 0 0 26 2 2 0 4 0 0 0 67 1 0 0 0 1 0 0 3 0
APPROACH % 21% 79% 0% 0% 93% 7% 33% 0% 67% 0% 0% 0%
APP/DEPART 33 / 28 28 / 31 6 / 0 0 / 8 0

BEGIN PEAK HR
VOLUMES 4 9 0 0 13 1 1 0 4 0 0 0 32 0 0 3 0
APPROACH % 31% 69% 0% 0% 93% 7% 20% 0% 80% 0% 0% 0%
PEAK HR FACTOR 0.650 0.700 0.625 0.000 0.889
APP/DEPART 13 / 10 14 / 17 5 / 0 0 / 5 0
4:00 PM 0 2 0 0 2 1 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0
4:15 PM 2 10 0 0 3 0 0 0 1 0 0 0 16 0 0 0 0 0 0 0 1 0
4:30 PM 0 6 0 0 4 0 1 0 1 0 0 0 12 0 0 0 0 0 0 0 1 0
4:45 PM 1 0 0 0 3 0 0 0 2 0 0 0 6 0 0 0 0 0 0 0 1 0
5:00 PM 1 3 0 0 2 0 1 0 0 0 0 0 7 1 0 0 0 1 0 0 0 0
5:15 PM 3 7 0 0 7 0 0 0 0 0 0 0 17 0 0 0 0 0 0 0 0 0
5:30 PM 1 4 0 0 2 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0
5:45 PM 0 1 0 0 4 0 1 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0
VOLUMES 8 33 0 0 27 1 3 0 4 0 0 0 76 1 0 0 0 1 0 0 3 0
APPROACH % 20% 80% 0% 0% 96% 4% 43% 0% 57% 0% 0% 0%
APP/DEPART 41 / 36 28 / 32 7 / 0 0 / 8 0

BEGIN PEAK HR
VOLUMES 4 15 0 0 15 0 2 0 0 0 0 0 37 0 0 0 0
APPROACH % 20% 75% 0% 0% 100% 0% 100% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.500 0.536 0.500 0.000 0.544
APP/DEPART 20 / 17 15 / 16 2 / 0 0 / 4 0
Haven

NORTH SIDE
Schaefer WEST SIDE EAST SIDE Schaefer

SOUTH SIDE
Haven AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Schaefer Schaefer

3.1-108
2040
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Haven LOCATION #: 9
TUESDAY EAST & WEST: Schaefer CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 X X 1 0 1 X 1 X X X X 0 0 X
7:00 AM 2 0 0 0 2 0 0 0 1 0 0 0 5 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
8:15 AM 0 2 0 0 2 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
VOLUMES 2 5 0 0 6 0 0 0 1 0 0 0 14 0 0 0 0 0 0 0 0 0
APPROACH % 29% 71% 0% 0% 100% 0% 0% 0% 100% 0% 0% 0%
APP/DEPART 7 / 5 6 / 7 1 / 0 0 / 2 0

BEGIN PEAK HR
VOLUMES 0 2 0 0 1 0 0 0 0 0 0 0 3 0 0 0 0
APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.250 0.250 0.000 0.000 0.375
APP/DEPART 2 / 2 1 / 1 0 / 0 0 / 0 0
4:00 PM 0 1 0 0 0 0 0 0 1 0 0 0 2 0 0 0 0 0 0 0 1 0
4:15 PM 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
VOLUMES 1 2 0 0 0 0 1 0 1 0 0 0 5 0 0 0 0 0 0 0 1 0
APPROACH % 33% 67% 0% 0% 0% 0% 50% 0% 50% 0% 0% 0%
APP/DEPART 3 / 3 0 / 1 2 / 0 0 / 1 0

BEGIN PEAK HR
VOLUMES 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0
APPROACH % 0% 100% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.250 0.000 0.000 0.000 0.250
APP/DEPART 1 / 1 0 / 0 0 / 0 0 / 0 0
Haven

NORTH SIDE
Schaefer WEST SIDE EAST SIDE Schaefer

SOUTH SIDE
Haven AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Schaefer Schaefer

3.1-109
2041
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Haven LOCATION #: 9
TUESDAY EAST & WEST: Schaefer CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 X X 1 0 1 X 1 X X X X 0 0 X
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0
7:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
8:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
8:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
VOLUMES 0 4 0 0 5 0 0 0 1 0 0 0 10 0 0 0 0 0 0 0 0 0
APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 100% 0% 0% 0%
APP/DEPART 4 / 4 5 / 6 1 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 2 0 0 3 0 0 0 1 0 0 0 6 0 0 0 0
APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 100% 0% 0% 0%
PEAK HR FACTOR 0.500 0.750 0.250 0.000 0.750
APP/DEPART 2 / 2 3 / 4 1 / 0 0 / 0 0
4:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
4:15 PM 1 4 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0
4:30 PM 1 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 0 0 0 0
4:45 PM 1 1 0 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0
5:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 3 7 0 0 3 0 0 0 0 0 0 0 13 1 0 0 0 1 0 0 0 0
APPROACH % 30% 70% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 10 / 7 3 / 4 0 / 0 0 / 2 0

BEGIN PEAK HR
VOLUMES 0 2 0 0 1 0 0 0 0 0 0 0 3 0 0 0 0
APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.500 0.250 0.000 0.000 0.375
APP/DEPART 2 / 2 1 / 1 0 / 0 0 / 0 0
Haven

NORTH SIDE
Schaefer WEST SIDE EAST SIDE Schaefer

SOUTH SIDE
Haven AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Schaefer Schaefer

3.1-110
2042
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Haven LOCATION #: 9
TUESDAY EAST & WEST: Schaefer CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 X X 1 0 1 X 1 X X X X 0 0 X
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Haven

NORTH SIDE
Schaefer WEST SIDE EAST SIDE Schaefer

SOUTH SIDE
Haven AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Schaefer Schaefer

3.1-111
2043
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Haven LOCATION #: 9
TUESDAY EAST & WEST: Schaefer CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 X X 1 0 1 X 1 X X X X 0 0 X
7:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 2 0 0 1 1 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0
8:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:30 AM 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 1 3 0 0 4 1 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0
APPROACH % 25% 75% 0% 0% 80% 20% 0% 0% 0% 0% 0% 0%
APP/DEPART 4 / 3 5 / 4 0 / 0 0 / 2 0

BEGIN PEAK HR
VOLUMES 0 2 0 0 3 1 0 0 0 0 0 0 6 0 0 0 0
APPROACH % 0% 100% 0% 0% 75% 25% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.250 0.500 0.000 0.000 0.375
APP/DEPART 2 / 2 4 / 3 0 / 0 0 / 1 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Haven

NORTH SIDE
Schaefer WEST SIDE EAST SIDE Schaefer

SOUTH SIDE
Haven AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Schaefer Schaefer

3.1-112
2044
T42321
DATE: LOCATION: PROJECT #: SC3380
Wed, Apr 13, 22 NORTH & SOUTH: LOCATION #: 20
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 1 1 1 1 1 3 1 2 4 1 0 0 0 0 0 0 0 0
7:00 AM 4 49 26 35 26 9 26 97 3 18 122 32 447 0 2 1 3 6 16 3 1 4 7:15 AM 13 64 34 32 43 15 17 118 3 21 94 42 496 0 5 0 1 6 9 7 2 17 7:30 AM 7 100 26 39 31 10 20 111 5 17 118 45 529 0 4 0 0 4 13 4 3 13 7:45 AM 8 52 25 53 41 12 27 93 5 13 76 29 434 1 1 0 0 2 10 6 2 14 8:00 AM 3 59 24 63 61 11 35 110 4 18 108 22 518 0 10 0 0 10 15 4 3 4 8:15 AM 5 49 23 35 56 12 19 109 6 21 93 31 459 0 5 1 0 6 14 9 3 12 8:30 AM 5 53 13 26 36 10 12 104 6 28 81 26 400 0 0 0 2 2 8 4 4 14 8:45 AM 8 59 9 30 37 15 19 85 5 22 78 28 395 1 4 0 0 5 4 8 1 17 VOLUMES 53 485 180 313 331 94 175 827 37 158 770 255 3,678 2 31 2 6 41 89 45 19 95 APPROACH % 7% 68% 25% 42% 45% 13% 17% 80% 4% 13% 65% 22% APP/DEPART 718 / 944 738 / 522 1,039 / 1,295 1,183 / 917 0

BEGIN PEAK HR
VOLUMES 31 275 109 187 176 48 99 432 17 69 396 138 1,977 47 21 10 48 APPROACH % 7% 66% 26% 45% 43% 12% 18% 79% 3% 11% 66% 23% PEAK HR FACTOR 0.780 0.761 0.919 0.838 0.934
APP/DEPART 415 / 532 411 / 262 548 / 709 603 / 474 0
4:00 PM 5 30 18 48 49 7 27 163 8 39 114 37 545 0 2 2 0 4 8 2 1 13 4:15 PM 2 43 14 35 68 8 45 181 11 42 100 53 602 0 2 2 0 4 6 3 4 25 4:30 PM 8 36 21 62 70 11 37 167 8 37 107 54 618 1 6 2 0 9 6 4 4 16 4:45 PM 2 32 21 38 63 9 23 186 7 48 124 45 598 0 2 2 1 5 12 5 3 16 5:00 PM 2 42 16 41 74 5 35 186 8 51 119 39 618 0 5 0 0 5 9 2 1 12 5:15 PM 3 47 13 49 71 17 26 176 9 60 97 50 618 0 3 2 2 7 9 8 5 18 5:30 PM 6 35 14 54 91 13 34 172 11 59 144 53 686 0 3 4 1 8 6 9 5 24 5:45 PM 6 52 22 48 66 11 46 151 6 46 134 46 634 0 7 3 3 13 8 3 3 9 VOLUMES 34 317 139 375 552 81 273 1,382 68 382 939 377 4,919 1 30 17 7 55 64 36 26 133 APPROACH % 7% 65% 28% 37% 55% 8% 16% 80% 4% 22% 55% 22% APP/DEPART 490 / 980 1,008 / 996 1,723 / 1,873 1,698 / 1,070 0

BEGIN PEAK HR
VOLUMES 17 176 65 192 302 46 141 685 34 216 494 188 2,556 32 22 14 63 APPROACH % 7% 68% 25% 36% 56% 9% 16% 80% 4% 24% 55% 21% PEAK HR FACTOR 0.806 0.854 0.939 0.877 0.931
APP/DEPART 258 / 514 540 / 546 860 / 930 898 / 566 0
Haven

NORTH SIDE
Ontario Ranch WEST SIDE EAST SIDE Ontario Ranch

SOUTH SIDE
Haven

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1
7:15 AM 1 2 1 0 4 1 2 1 0 4 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0
8:00 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 3 0 2 5 0 2 0 1 3 0 1 0 1 2
8:45 AM 2 1 2 0 5 2 1 2 0 5 0 0 0 0 0
TOTAL 3 9 4 2 18 3 8 3 1 15 0 1 1 1 3
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
5:15 PM 0 3 0 4 7 0 3 0 4 7 0 0 0 0 0
5:30 PM 0 1 0 2 3 0 1 0 2 3 0 0 0 0 0
5:45 PM 0 1 0 2 3 0 1 0 2 3 0 0 0 0 0
TOTAL 1 6 0 8 15 1 6 0 8 15 0 0 0 0 0

BICYCLE CROSSINGS AM PM AM
7:15 AM PM
5:00 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
RTOR

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Ontario
Haven
Ontario Ranch

U-TURNS
Haven Haven Ontario Ranch Ontario Ranch Add U-Turns to Left Turns

3.1-113
2045
1,746 175 883 688 TOTAL 1,924
1,008 81 552 375 PM 980
738 94 331 313 AM 944 1,183 1,698 2,881 1,987 1,070 917 255 377 632 770 939 1,709 TOTAL PMAM158 382 540 448 273 175 AMPM TOTAL 2,209 1,382 827 105 68 37 1,295 1,873 3,168 2,762 1,723 1,039 522 AM 53 485 180 718
996 PM 34 317 139 490
1,518 TOTAL 87 802 319 1,208
951 94 478 379 TOTAL 1,046
540 46 302 192 PM 514
411 48 176 187 AM 532 603 898 1,501 1,040 566 474 138 188 326 396 494 890 TOTAL PMAMAM 7:15 AM 8:45 AM 69 216 285 240 141 99
#N/A AMPM TOTAL 1,117 685 432 PM 5:00 PM
3:45 PM 51 34 17 709 930 1,639 1,408 860 548
262 AM 31 275 109 415
546 PM 17 176 65 258
808 Total 48 451 174 673
Haven
AimTD LLC

TURNING MOVEMENT COUNTS
Haven Ontario RanchOntario Ranch
Ontario
SC3380

ALL HOURS
Haven
Haven Ontario RanchOntario Ranch

PEAK HOUR

3.1-114
2046
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Haven LOCATION #: 20
WEDNESDAY EAST & WEST: Ontario Ranch CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 1 1 1 1 1 3 1 2 4 1 0 0 0 0
7:00 AM 2 48 23 33 24 7 24 78 1 13 88 29 370 0 2 0 1 3 14 2 0 3 7:15 AM 9 58 33 31 39 12 14 97 3 18 72 36 422 0 5 0 0 5 9 4 2 16 7:30 AM 7 96 23 37 30 10 16 88 5 14 90 39 455 0 4 0 0 4 12 4 3 11 7:45 AM 7 48 25 48 37 11 23 72 5 12 61 27 376 1 1 0 0 2 10 6 2 14 8:00 AM 3 54 24 63 58 8 29 87 4 17 90 21 458 0 10 0 0 10 15 3 3 4 8:15 AM 3 48 22 33 52 12 17 76 5 21 66 23 378 0 4 1 0 5 13 9 3 10 8:30 AM 5 52 13 23 30 7 11 69 6 24 57 19 316 0 0 0 1 1 8 3 4 10 8:45 AM 7 58 9 27 30 12 19 58 5 21 62 22 330 1 4 0 0 5 4 5 1 13 VOLUMES 43 462 172 295 300 79 153 625 34 140 586 216 3,105 2 30 1 2 35 85 36 18 81 APPROACH % 6% 68% 25% 44% 45% 12% 19% 77% 4% 15% 62% 23% APP/DEPART 677 / 860 674 / 474 812 / 1,064 942 / 707 0

BEGIN PEAK HR
VOLUMES 25 256 105 159 164 41 82 344 17 61 313 123 1,711 46 17 10 45 APPROACH % 6% 66% 27% 41% 43% 11% 19% 78% 4% 12% 63% 25% PEAK HR FACTOR 0.768 0.744 0.923 0.869 0.934
APP/DEPART 387 / 481 384 / 243 443 / 608 497 / 379 0
4:00 PM 3 28 15 46 49 6 23 136 8 37 84 36 471 0 2 0 0 2 6 1 1 13 4:15 PM 1 42 14 34 67 6 43 153 11 41 84 50 546 0 2 1 0 3 6 2 4 23 4:30 PM 8 32 19 60 67 10 35 141 8 35 93 51 559 1 6 1 0 8 6 4 4 16 4:45 PM 2 30 19 37 60 9 20 172 7 46 101 43 546 0 2 2 1 5 12 5 3 15 5:00 PM 2 42 15 39 72 5 33 164 8 50 95 39 564 0 5 0 0 5 9 2 1 12 5:15 PM 3 45 13 47 69 17 24 161 9 55 81 49 573 0 3 0 0 3 9 8 5 18 5:30 PM 5 34 12 52 90 12 33 146 10 57 125 50 626 0 3 3 1 7 5 8 5 23 5:45 PM 6 50 19 47 65 11 44 136 6 45 116 42 587 0 7 2 2 11 6 3 3 8 VOLUMES 30 303 126 362 539 76 255 1,209 67 366 779 360 4,472 1 30 9 4 44 59 33 26 128 APPROACH % 7% 66% 27% 37% 55% 8% 17% 79% 4% 24% 52% 24% APP/DEPART 459 / 939 977 / 969 1,531 / 1,671 1,505 / 893 0

BEGIN PEAK HR
VOLUMES 16 171 59 167 296 45 129 607 33 204 417 180 2,350 29 21 14 61 APPROACH % 7% 70% 24% 32% 56% 9% 17% 78% 4% 25% 52% 22% PEAK HR FACTOR 0.820 0.854 0.944 0.866 0.938
APP/DEPART 246 / 498 526 / 533 774 / 836 804 / 483 0
Haven

NORTH SIDE
Ontario Ranch WEST SIDE EAST SIDE Ontario Ranch

SOUTH SIDE
Haven AM
NOTES: PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Ontario Ranch Ontario Ranch

3.1-115
2047
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Haven LOCATION #: 20
WEDNESDAY EAST & WEST: Ontario Ranch CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 1 1 1 1 1 3 1 2 4 1 0 0 0 0
7:00 AM 1 1 3 2 2 0 1 4 1 2 10 1 28 0 0 0 0 0 2 0 1 1
7:15 AM 1 6 1 0 2 1 3 5 0 2 4 4 29 0 0 0 0 0 0 1 0 1
7:30 AM 0 3 1 1 1 0 3 5 0 3 6 4 27 0 0 0 0 0 0 0 0 2
7:45 AM 1 3 0 4 4 0 3 6 0 0 5 0 26 0 0 0 0 0 0 0 0 0
8:00 AM 0 4 0 0 3 3 2 9 0 1 4 0 26 0 0 0 0 0 0 1 0 0
8:15 AM 2 0 1 2 2 0 2 12 1 0 7 5 34 0 1 0 0 1 1 0 0 0
8:30 AM 0 0 0 0 5 2 1 10 0 1 3 6 28 0 0 0 1 1 0 1 0 3
8:45 AM 0 1 0 2 7 3 0 7 0 1 5 3 29 0 0 0 0 0 0 3 0 2
VOLUMES 5 18 6 11 26 9 15 58 2 10 44 23 227 0 1 0 1 2 3 6 1 9 APPROACH % 17% 62% 21% 24% 57% 20% 20% 77% 3% 13% 57% 30% APP/DEPART 29 / 57 46 / 37 75 / 75 77 / 58 0

BEGIN PEAK HR
VOLUMES 2 16 2 5 10 4 11 25 0 6 19 8 108 0 2 0 3
APPROACH % 10% 80% 10% 26% 53% 21% 31% 69% 0% 18% 58% 24% PEAK HR FACTOR 0.625 0.594 0.818 0.635 0.931
APP/DEPART 20 / 35 19 / 16 36 / 32 33 / 25 0
4:00 PM 1 2 2 1 0 1 2 7 0 1 8 1 26 0 0 0 0 0 2 1 0 0
4:15 PM 0 1 0 1 1 2 1 12 0 1 5 3 27 0 0 0 0 0 0 1 0 2
4:30 PM 0 3 2 2 2 1 1 10 0 2 2 3 28 0 0 0 0 0 0 0 0 0
4:45 PM 0 1 1 1 3 0 2 5 0 2 7 2 24 0 0 0 0 0 0 0 0 1
5:00 PM 0 0 1 2 1 0 1 6 0 1 7 0 19 0 0 0 0 0 0 0 0 0
5:15 PM 0 2 0 1 2 0 0 8 0 2 4 1 20 0 0 0 0 0 0 0 0 0
5:30 PM 1 0 2 2 1 1 0 6 1 2 6 3 25 0 0 0 0 0 1 1 0 1
5:45 PM 0 2 3 1 1 0 1 6 0 0 2 4 20 0 0 0 0 0 2 0 0 1
VOLUMES 2 11 11 11 11 5 8 60 1 11 41 17 189 0 0 0 0 0 5 3 0 5 APPROACH % 8% 46% 46% 41% 41% 19% 12% 87% 1% 16% 59% 25% APP/DEPART 24 / 36 27 / 23 69 / 82 69 / 48 0

BEGIN PEAK HR
VOLUMES 1 4 6 6 5 1 2 26 1 5 19 8 84 3 1 0 2
APPROACH % 9% 36% 55% 50% 42% 8% 7% 90% 3% 16% 59% 25%
PEAK HR FACTOR 0.550 0.750 0.906 0.727 0.840
APP/DEPART 11 / 14 12 / 11 29 / 38 32 / 21 0
Haven

NORTH SIDE
Ontario Ranch WEST SIDE EAST SIDE Ontario Ranch

SOUTH SIDE
Haven AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Ontario Ranch Ontario Ranch

3.1-116
2048
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Haven LOCATION #: 20
WEDNESDAY EAST & WEST: Ontario Ranch CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 1 1 1 1 1 3 1 2 4 1 0 0 0 0
7:00 AM 0 0 0 0 0 1 0 2 0 1 8 1 13 0 0 0 0 0 0 1 0 0
7:15 AM 2 0 0 1 1 1 0 5 0 0 8 1 19 0 0 0 0 0 0 1 0 0
7:30 AM 0 1 1 0 0 0 0 6 0 0 6 2 16 0 0 0 0 0 1 0 0 0
7:45 AM 0 0 0 0 0 1 0 1 0 0 2 1 5 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 5 0 0 6 1 12 0 0 0 0 0 0 0 0 0
8:15 AM 0 1 0 0 1 0 0 11 0 0 5 3 21 0 0 0 0 0 0 0 0 2
8:30 AM 0 1 0 2 1 0 0 16 0 0 3 1 24 0 0 0 0 0 0 0 0 1
8:45 AM 0 0 0 0 0 0 0 10 0 0 5 3 18 0 0 0 0 0 0 0 0 2
VOLUMES 2 3 1 3 3 3 0 56 0 1 43 13 128 0 0 0 0 0 1 2 0 5 APPROACH % 33% 50% 17% 33% 33% 33% 0% 100% 0% 2% 75% 23% APP/DEPART 6 / 16 9 / 4 56 / 60 57 / 48 0

BEGIN PEAK HR
VOLUMES 2 1 1 1 1 2 0 17 0 0 22 5 52 1 1 0 0
APPROACH % 50% 25% 25% 25% 25% 50% 0% 100% 0% 0% 81% 19% PEAK HR FACTOR 0.500 0.333 0.708 0.750 0.684
APP/DEPART 4 / 6 4 / 1 17 / 19 27 / 26 0
4:00 PM 1 0 0 0 0 0 0 4 0 0 2 0 7 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 5 0 0 2 0 7 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 1 0 0 5 0 0 3 0 9 0 0 0 0 0 0 0 0 0
4:45 PM 0 1 0 0 0 0 0 2 0 0 5 0 8 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 1 0 1 5 0 0 2 0 9 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 1 0 0 0 3 0 0 1 0 5 0 0 0 0 0 0 0 0 0
5:30 PM 0 1 0 0 0 0 0 4 0 0 2 0 7 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 3 0 1 4 0 8 0 0 0 1 1 0 0 0 0
VOLUMES 1 2 0 1 2 0 1 31 0 1 21 0 60 0 0 0 1 1 0 0 0 0
APPROACH % 33% 67% 0% 33% 67% 0% 3% 97% 0% 5% 95% 0%
APP/DEPART 3 / 3 3 / 2 32 / 33 22 / 22 0

BEGIN PEAK HR
VOLUMES 0 1 0 1 1 0 1 15 0 0 9 0 29 0 0 0 0
APPROACH % 0% 100% 0% 50% 50% 0% 6% 94% 0% 0% 90% 0%
PEAK HR FACTOR 0.250 0.500 0.667 0.500 0.806
APP/DEPART 1 / 2 2 / 1 16 / 17 10 / 9 0
Haven

NORTH SIDE
Ontario Ranch WEST SIDE EAST SIDE Ontario Ranch

SOUTH SIDE
Haven AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Ontario Ranch Ontario Ranch

3.1-117
2049
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Haven LOCATION #: 20
WEDNESDAY EAST & WEST: Ontario Ranch CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 1 1 1 1 1 3 1 2 4 1 0 0 0 0
7:00 AM 1 0 0 0 0 0 0 13 1 0 16 1 32 0 0 0 0 0 0 0 0 0
7:15 AM 1 0 0 0 1 0 0 11 0 0 10 1 24 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 1 1 0 0 1 12 0 0 16 0 31 0 0 0 0 0 0 0 0 0
7:45 AM 0 1 0 1 0 0 1 13 0 1 8 1 26 0 0 0 0 0 0 0 0 0
8:00 AM 0 1 0 0 0 0 2 9 0 0 8 0 20 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 1 0 0 10 0 0 15 0 26 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 1 0 1 0 8 0 3 18 0 31 0 0 0 0 0 0 0 0 0
8:45 AM 1 0 0 1 0 0 0 10 0 0 5 0 17 0 0 0 0 0 0 0 0 0
VOLUMES 3 2 1 4 2 1 4 86 1 4 96 3 207 0 0 0 0 0 0 0 0 0 APPROACH % 50% 33% 17% 57% 29% 14% 4% 95% 1% 4% 93% 3%
APP/DEPART 6 / 9 7 / 7 91 / 91 103 / 100 0

BEGIN PEAK HR
VOLUMES 1 2 1 2 1 0 4 45 0 1 42 2 101 0 0 0 0
APPROACH % 25% 50% 25% 67% 33% 0% 8% 92% 0% 2% 93% 4%
PEAK HR FACTOR 1.000 0.750 0.875 0.703 0.815
APP/DEPART 4 / 8 3 / 2 49 / 48 45 / 43 0
4:00 PM 0 0 1 1 0 0 0 16 0 1 20 0 39 0 0 0 0 0 0 0 0 0
4:15 PM 1 0 0 0 0 0 0 10 0 0 9 0 20 0 0 0 0 0 0 0 0 0
4:30 PM 0 1 0 0 0 0 0 11 0 0 9 0 21 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 1 0 0 0 1 7 0 0 10 0 19 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 11 0 0 15 0 26 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 4 0 1 11 0 16 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 16 0 0 11 0 27 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 1 6 0 0 12 0 19 0 0 1 0 1 0 0 0 0
VOLUMES 1 1 2 1 0 0 2 81 0 2 97 0 187 0 0 1 0 1 0 0 0 0 APPROACH % 25% 25% 50% 100% 0% 0% 2% 98% 0% 2% 98% 0%
APP/DEPART 4 / 2 1 / 2 83 / 84 99 / 99 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 37 0 1 49 0 88 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 97% 0% 2% 98% 0%
PEAK HR FACTOR 0.000 0.000 0.594 0.833 0.815
APP/DEPART 0 / 0 0 / 1 38 / 37 50 / 50 0
Haven

NORTH SIDE
Ontario Ranch WEST SIDE EAST SIDE Ontario Ranch

SOUTH SIDE
Haven AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Ontario Ranch Ontario Ranch

3.1-118
2050
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Haven LOCATION #: 20
WEDNESDAY EAST & WEST: Ontario Ranch CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 1 1 1 1 1 3 1 2 4 1 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Haven

NORTH SIDE
Ontario Ranch WEST SIDE EAST SIDE Ontario Ranch

SOUTH SIDE
Haven AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Ontario Ranch Ontario Ranch

3.1-119
2051
DATE: LOCATION: Ontario PROJECT #: SC3380
4/13/22 NORTH & SOUTH: Haven LOCATION #: 20
WEDNESDAY EAST & WEST: Ontario Ranch CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 1 1 1 1 1 3 1 2 4 1 0 0 0 0
7:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 2 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 2 2 2 0 0 1 0 7 0 0 0 0 0 0 1 0 0
APPROACH % 0% 0% 0% 0% 0% 100% 50% 50% 0% 0% 100% 0%
APP/DEPART 0 / 2 2 / 0 4 / 2 1 / 3 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 1 2 1 0 0 0 0 4 0 1 0 0
APPROACH % 0% 0% 0% 0% 0% 100% 67% 33% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.250 0.375 0.000 0.500
APP/DEPART 0 / 2 1 / 0 3 / 1 0 / 1 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
APP/DEPART 0 / 0 0 / 0 1 / 1 1 / 1 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Haven

NORTH SIDE
Ontario Ranch WEST SIDE EAST SIDE Ontario Ranch

SOUTH SIDE
Haven AM
7:15 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Haven Haven Ontario Ranch Ontario Ranch

3.1-120
2052
T42321
DATE: LOCATION: PROJECT #: SC3418
Tue, May 10, 22 NORTH & SOUTH: LOCATION #: 11
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 1 1 1 0 1 2 0 1 2 0 0 0 0 0 0 0 0 0
7:00 AM 16 1 4 8 4 12 2 20 11 7 59 9 153 0 0 2 0 2 1 3 5 2 7:15 AM 48 16 8 18 27 9 24 22 47 21 50 29 319 0 0 13 0 13 2 2 19 11 7:30 AM 41 10 6 16 13 18 54 38 38 6 66 20 326 0 0 34 0 34 5 5 11 6 7:45 AM 29 9 13 40 23 31 65 34 51 14 39 47 395 0 0 30 0 30 5 5 13 10 8:00 AM 52 15 24 18 43 13 86 35 69 34 33 11 433 2 0 74 0 76 13 3 16 1 8:15 AM 66 41 28 8 76 7 92 54 73 44 39 11 539 0 0 77 0 77 13 0 21 6 8:30 AM 56 32 13 5 23 12 46 31 25 16 41 5 305 0 0 36 0 36 8 3 4 1 8:45 AM 10 0 2 11 3 5 9 30 13 1 24 12 120 0 0 6 0 6 1 2 1 3 VOLUMES 318 124 98 124 212 107 378 264 327 143 351 144 2,590 2 0 272 0 274 48 23 90 40 APPROACH % 59% 23% 18% 28% 48% 24% 39% 27% 34% 22% 55% 23% APP/DEPART 540 / 374 443 / 684 969 / 486 638 / 1,046 0

BEGIN PEAK HR
VOLUMES 188 75 71 82 155 69 297 161 231 98 177 89 1,693 36 13 61 23 APPROACH % 56% 22% 21% 27% 51% 23% 43% 23% 34% 27% 49% 24% PEAK HR FACTOR 0.619 0.814 0.787 0.910 0.785
APP/DEPART 334 / 246 306 / 486 689 / 314 364 / 647 0
4:00 PM 26 9 10 9 0 12 29 71 25 9 48 17 265 0 0 16 0 16 3 6 7 6 4:15 PM 12 2 2 9 1 8 31 82 18 2 54 22 243 0 0 11 0 11 2 3 6 7 4:30 PM 13 5 4 11 2 16 16 64 18 4 59 23 235 0 0 4 0 4 1 9 2 3 4:45 PM 9 2 1 11 2 12 23 77 13 3 51 20 224 0 0 7 0 7 0 9 1 3 5:00 PM 15 10 4 13 7 12 29 52 24 3 71 30 270 0 0 5 0 5 1 4 2 5 5:15 PM 19 5 11 21 1 9 21 78 20 3 59 29 276 0 0 8 0 8 6 2 6 12 5:30 PM 13 2 3 15 4 11 19 69 22 4 68 24 254 0 0 6 0 6 3 7 4 8 5:45 PM 11 1 3 8 2 11 18 53 32 3 65 28 235 0 0 5 0 5 2 6 7 2 VOLUMES 118 36 38 97 19 91 186 546 172 31 475 193 2,002 0 0 62 0 62 18 46 35 46 APPROACH % 61% 19% 20% 47% 9% 44% 21% 60% 19% 4% 68% 28% APP/DEPART 192 / 353 207 / 222 904 / 681 699 / 746 0

BEGIN PEAK HR
VOLUMES 58 18 21 57 14 43 87 252 98 13 263 111 1,035 12 19 19 27 APPROACH % 60% 19% 22% 50% 12% 38% 20% 58% 22% 3% 68% 29% PEAK HR FACTOR 0.693 0.891 0.918 0.930 0.938
APP/DEPART 97 / 192 114 / 125 437 / 330 387 / 388 0
Mill Creek

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Mill Creek

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 1 3 1 1 6 1 3 1 1 6 0 0 0 0 0
7:15 AM 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0
7:30 AM 0 10 1 0 11 0 10 1 0 11 0 0 0 0 0
7:45 AM 2 12 1 0 15 2 11 1 0 14 0 1 0 0 1
8:00 AM 1 13 1 1 16 1 13 1 1 16 0 0 0 0 0
8:15 AM 1 40 3 6 50 1 39 3 6 49 0 1 0 0 1
8:30 AM 0 9 1 0 10 0 8 0 0 8 0 1 1 0 2
8:45 AM 0 8 0 0 8 0 6 0 0 6 0 2 0 0 2
TOTAL 5 97 8 8 118 5 92 7 8 112 0 5 1 0 6
4:00 PM 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0
4:15 PM 4 2 0 0 6 4 1 0 0 5 0 1 0 0 1
4:30 PM 4 2 1 0 7 4 2 1 0 7 0 0 0 0 0
4:45 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
5:00 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
5:15 PM 0 4 2 0 6 0 3 2 0 5 0 1 0 0 1
5:30 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0
5:45 PM 1 3 0 0 4 1 2 0 0 3 0 1 0 0 1
TOTAL 9 15 4 0 28 9 12 4 0 25 0 3 0 0 3
RTOR

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Ontario
Mill Creek
Riverside

U-TURNS
Mill Creek Mill Creek Riverside Riverside

BICYCLE CROSSINGS AM PM AM
7:30 AM PM
5:00 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns

3.1-121
2053
650 198 231 221 TOTAL 727
207 91 19 97 PM 353
443 107 212 124 AM 374 638 699 1,337 1,792 746 1,046 144 193 337 351 475 826 TOTAL PMAM143 31 174 564 186 378 AMPM TOTAL 810 546 264 499 172 327 486 681 1,167 1,873 904 969 684 AM 318 124 98 540
222 PM 118 36 38 192
906 TOTAL 436 160 136 732
420 112 169 139 TOTAL 438
114 43 14 57 PM 192
306 69 155 82 AM 246 364 387 751 1,035 388 647 89 111 200 177 263 440 TOTAL PMAMAM 7:30 AM 8:45 AM 98 13 111 384 87 297
#N/A AMPM TOTAL 413 252 161 PM 5:00 PM
3:45 PM 329 98 231 314 330 644 1,126 437 689
486 AM 188 75 71 334
125 PM 58 18 21 97
611 Total 246 93 92 431
Mill Creek
AimTD LLC

TURNING MOVEMENT COUNTS
Mill Creek RiversideRiverside
Ontario
SC3418

ALL HOURS
Mill Creek
Mill Creek RiversideRiverside

PEAK HOUR

3.1-122
2054
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Mill Creek LOCATION #: 11
TUESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 1 1 1 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 16 1 4 8 4 12 2 18 11 7 52 9 144 0 0 2 0 2 1 3 5 2 7:15 AM 48 16 8 18 27 7 16 21 47 21 46 29 304 0 0 6 0 6 2 2 19 11 7:30 AM 41 10 6 16 13 17 49 34 36 6 58 20 306 0 0 30 0 30 5 4 11 6 7:45 AM 27 9 12 40 23 30 57 33 50 13 36 46 376 0 0 22 0 22 5 5 13 9 8:00 AM 49 15 24 18 43 12 66 33 69 34 29 11 403 2 0 54 0 56 13 3 16 1 8:15 AM 64 41 28 7 76 7 66 50 72 44 36 11 502 0 0 52 0 52 13 0 21 6 8:30 AM 56 32 13 5 23 12 38 27 24 16 38 5 289 0 0 29 0 29 8 3 4 1 8:45 AM 10 0 2 11 3 5 9 26 12 1 22 10 111 0 0 6 0 6 1 2 1 3 VOLUMES 311 124 97 123 212 102 303 242 321 142 317 141 2,435 2 0 201 0 203 48 22 90 39 APPROACH % 58% 23% 18% 28% 49% 23% 35% 28% 37% 24% 53% 24% APP/DEPART 532 / 367 437 / 677 866 / 462 600 / 929 0

BEGIN PEAK HR
VOLUMES 179 75 70 81 155 66 80 150 227 97 159 88 1,587 36 12 61 22 APPROACH % 55% 23% 21% 27% 51% 22% 13% 24% 37% 28% 46% 26% PEAK HR FACTOR 0.613 0.812 0.818 0.905 0.790
APP/DEPART 326 / 243 302 / 481 615 / 301 344 / 562 0
4:00 PM 25 8 10 8 0 12 23 68 25 8 45 17 249 0 0 10 0 10 3 6 7 6 4:15 PM 12 2 2 9 1 7 29 75 18 2 54 20 231 0 0 10 0 10 2 3 6 7 4:30 PM 13 5 4 11 2 15 15 56 18 4 54 23 220 0 0 3 0 3 1 8 2 3 4:45 PM 9 2 1 10 2 12 23 75 13 3 50 20 220 0 0 7 0 7 0 9 1 3 5:00 PM 15 10 4 13 7 12 25 49 24 3 70 29 261 0 0 3 0 3 1 4 2 5 5:15 PM 19 5 11 20 1 9 21 73 20 3 59 29 270 0 0 8 0 8 6 2 6 12 5:30 PM 13 2 3 15 4 10 19 68 22 4 65 23 248 0 0 6 0 6 3 6 4 8 5:45 PM 11 1 3 8 2 10 18 50 30 3 63 27 226 0 0 5 0 5 2 6 6 2 VOLUMES 117 35 38 94 19 87 173 514 170 30 460 188 1,925 0 0 52 0 52 18 44 34 46 APPROACH % 62% 18% 20% 47% 10% 44% 20% 60% 20% 4% 68% 28% APP/DEPART 190 / 344 200 / 219 857 / 646 678 / 716 0

BEGIN PEAK HR
VOLUMES 58 18 21 56 14 41 61 240 96 13 257 108 1,005 12 18 18 27 APPROACH % 60% 19% 22% 50% 13% 37% 15% 57% 23% 3% 68% 29% PEAK HR FACTOR 0.693 0.867 0.919 0.926 0.931
APP/DEPART 97 / 187 111 / 123 419 / 317 378 / 378 0
Mill Creek

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Mill Creek

U-TURNS RTOR
Mill Creek Mill Creek Riverside Riverside AM
7:30 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-123
2055
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Mill Creek LOCATION #: 11
TUESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 1 1 1 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 1 1 0 0 0 4 0 6 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 2 1 0 3 0 6 0 0 0 0 0 0 0 0 0
7:45 AM 1 0 0 0 0 1 0 1 1 1 2 0 7 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 1 1 0 0 3 0 5 0 0 1 0 1 0 0 0 0
8:15 AM 0 0 0 1 0 0 0 1 1 0 2 0 5 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 2 1 0 3 0 6 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 4 1 0 1 2 8 0 0 0 0 0 0 0 0 0
VOLUMES 1 0 0 1 0 2 2 11 5 1 23 2 48 0 0 1 0 1 0 0 0 0
APPROACH % 100% 0% 0% 33% 0% 67% 11% 61% 28% 4% 88% 8%
APP/DEPART 1 / 3 3 / 6 18 / 12 26 / 27 0

BEGIN PEAK HR
VOLUMES 1 0 0 1 0 1 0 5 3 1 10 0 23 0 0 0 0
APPROACH % 100% 0% 0% 50% 0% 50% 0% 56% 33% 9% 91% 0%
PEAK HR FACTOR 0.250 0.500 0.750 0.917 0.821
APP/DEPART 1 / 0 2 / 4 9 / 6 11 / 13 0
4:00 PM 1 1 0 1 0 0 1 1 0 1 2 0 8 0 0 1 0 1 0 0 0 0
4:15 PM 0 0 0 0 0 1 1 6 0 0 0 2 10 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 1 0 5 0 0 4 0 10 0 0 0 0 0 0 1 0 0
4:45 PM 0 0 0 1 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 2 3 0 0 1 1 7 0 0 1 0 1 0 0 0 0
5:15 PM 0 0 0 1 0 0 0 4 0 0 0 0 5 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 1 0 1 0 0 1 1 4 0 0 0 0 0 0 1 0 0
5:45 PM 0 0 0 0 0 1 0 2 1 0 1 1 6 0 0 0 0 0 0 0 0 0
VOLUMES 1 1 0 3 0 4 4 23 1 1 9 5 52 0 0 2 0 2 0 2 0 0
APPROACH % 50% 50% 0% 43% 0% 57% 14% 82% 4% 7% 60% 33%
APP/DEPART 2 / 8 7 / 2 28 / 26 15 / 16 0

BEGIN PEAK HR
VOLUMES 0 0 0 1 0 2 1 10 1 0 3 3 22 0 1 0 0
APPROACH % 0% 0% 0% 33% 0% 67% 8% 77% 8% 0% 50% 50%
PEAK HR FACTOR 0.000 0.750 0.650 0.750 0.786
APP/DEPART 0 / 4 3 / 1 13 / 11 6 / 6 0
Mill Creek

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Mill Creek

U-TURNS RTOR
Mill Creek Mill Creek Riverside Riverside AM
7:30 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-124
2056
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Mill Creek LOCATION #: 11
TUESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 1 1 1 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 0 0 0 0 1
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 2 0 0 3 1 6 0 0 0 0 0 0 0 0 1
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 75% 25%
APP/DEPART 0 / 1 0 / 0 2 / 2 4 / 3 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 1 0 0 2 1 4 0 0 0 1
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 67% 33%
PEAK HR FACTOR 0.000 0.000 0.250 0.375 0.500
APP/DEPART 0 / 1 0 / 0 1 / 1 3 / 2 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0
VOLUMES 0 0 0 0 0 0 0 1 1 0 3 0 5 0 0 0 0 0 0 0 1 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 50% 50% 0% 100% 0%
APP/DEPART 0 / 0 0 / 1 2 / 1 3 / 3 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 1 1 0 1 0 3 0 0 1 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 50% 50% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.500 0.250 0.750
APP/DEPART 0 / 0 0 / 1 2 / 1 1 / 1 0
Mill Creek

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Mill Creek

U-TURNS RTOR
Mill Creek Mill Creek Riverside Riverside AM
7:30 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-125
2057
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Mill Creek LOCATION #: 11
TUESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 1 1 1 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 1 1 0 3 0 5 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:00 AM 1 0 0 0 0 0 0 1 0 0 1 0 3 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
VOLUMES 1 0 1 0 0 0 0 6 1 0 7 0 16 0 0 0 0 0 0 0 0 0
APPROACH % 50% 0% 50% 0% 0% 0% 0% 86% 14% 0% 100% 0%
APP/DEPART 2 / 0 0 / 1 7 / 7 7 / 8 0

BEGIN PEAK HR
VOLUMES 1 0 1 0 0 0 0 2 1 0 5 0 10 0 0 0 0
APPROACH % 50% 0% 50% 0% 0% 0% 0% 67% 33% 0% 100% 0%
PEAK HR FACTOR 0.500 0.000 0.375 0.417 0.500
APP/DEPART 2 / 0 0 / 1 3 / 3 5 / 6 0
4:00 PM 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 7 0 0 3 0 10 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
APP/DEPART 0 / 0 0 / 0 7 / 7 3 / 3 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 1 0 0 2 0 3 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.250 0.500 0.375
APP/DEPART 0 / 0 0 / 0 1 / 1 2 / 2 0
Mill Creek

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Mill Creek

U-TURNS RTOR
Mill Creek Mill Creek Riverside Riverside AM
7:30 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-126
2058
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Mill Creek LOCATION #: 11
TUESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 1 1 1 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 1 / 1 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Mill Creek

NORTH SIDE
Riverside WEST SIDE EAST SIDE Riverside

SOUTH SIDE
Mill Creek

U-TURNS RTOR
Mill Creek Mill Creek Riverside Riverside AM
7:30 AM PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

3.1-127
2059
DATE: LOCATION: Ontario PROJECT #: SC3418
5/10/22 NORTH & SOUTH: Mill Creek LOCATION #: 11
TUESDAY EAST & WEST: Riverside CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 1 1 1 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 1 1 1 0 0 1 0 4 0 0 0 0 0 0 1 0 0
7:45 AM 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:00 AM 2 0 0 0 0 1 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0
8:15 AM 2 0 0 0 0 0 1 2 0 0 0 0 5 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 5 0 0 0 0 3 3 3 0 0 1 0 15 0 0 0 0 0 0 1 0 0
APPROACH % 100% 0% 0% 0% 0% 100% 50% 50% 0% 0% 100% 0%
APP/DEPART 5 / 3 3 / 0 6 / 3 1 / 9 0

BEGIN PEAK HR
VOLUMES 5 0 0 0 0 2 2 3 0 0 1 0 13 0 1 0 0
APPROACH % 100% 0% 0% 0% 0% 100% 40% 60% 0% 0% 100% 0%
PEAK HR FACTOR 0.625 0.500 0.417 0.250 0.650
APP/DEPART 5 / 2 2 / 0 5 / 3 1 / 8 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 100% 0% 0% 0% 0% 0%
APP/DEPART 0 / 1 0 / 0 1 / 0 0 / 0 0