HomeMy WebLinkAboutN - Trip GenTraffic Impact Analysis -14-Al 2008
Preparation Guide
Exhibit B
SCOPING AGREEMENT FOR TRAFFIC IMPACT STUDY
This letter acknowledges the Riverside County Transportation Department requirements for traffic
impact analysis of the following project. The analysis must follow the Riverside County Transportation
Department Traffic Study Guidelines dated February 2005.
Case No. (i.e. TR, PM, CUP, PP)
Related Cases -
SP No. Provide SP No. and list of other approved or active projects within the SP.
EIR No.
GPA No.
CZ No.
Project Name:
Project Address:
Project Description:
Consultant Developer
Name:
Address:
Telephone:
Fax:
A. Trip Generation Source: (ITE 7th Edition or other)
Current GP Land Use Provide General Plan Land
Use Designation (e.g.: MDR, CR, etc)
Proposed Land Use
Current Zoning Proposed Zoning
Current Trip Generation Proposed Trip Generation
In Out Total In Out Total
AM Trips
PM Trips
Internal Trip Allowance Yes No (% Trip Discount)
Pass-By Trip Allowance Yes No (% Trip Discount)
A pass-by trip discount is allowed for appropriate land uses per ITE trip generation handbook 3rd edition. The pass-by trips at adjacent study area intersections and project driveways shall be
indicated on a report figure. (Attach table for detailed trip generation)
B.Trip Geographic Distribution:N % S % E % W %
(attach exhibit for detailed assignment)
C. Background Traffic
Project Opening & Future Build-Out Year:
Phase Year(s) _________________
Annual Ambient Growth Rate: %
Other area projects to be analyzed:
Model/Forecast methodology
April 2021
Traffic Impact Analysis -5-April 2021
Preparation Guide
Exhibit B – Scoping Agreement – Page 2
D. Study intersections: (NOTE: Subject to revision after other projects, trip generation and distribution
are determined, or comments from other agencies.)
1.
2.
3.
4.
5.
E. Study Roadway Segments: (NOTE: Subject to revision after other projects, trip generation anddistribution are determined, or comments from other agencies.)
1.
2.
3.
4.
5.
E. Other Jurisdictional Impacts
Is this project within a City’s Sphere of Influence or one-mile radius of City boundaries? Yes No
If so, name of City Jurisdiction:
F. Site Plan (please attach reduced copy)
G. Specific issues to be addressed in the Study (in addition to the standard analysis described
in the Guideline) (To be filled out by Transportation Department)
(NOTE: If the traffic study states that “a traffic signal is warranted” (or “a traffic signal appears to be warranted,” orsimilar statement) at an existing unsignalized intersection under existing conditions, 8-hour approach traffic volume
information must be submitted in addition to the peak hourly turning movement counts for that intersection.)
H. Existing Conditions
Traffic count data must be new or recent. Provide traffic count dates if using other than new counts.
Date of counts______________________________________________________________________
I. VMT Assessment
Provide VMT screening/assessment per the latest TIA & VMT Guidelines.
NOTE* Traffic Study Submittal Form and appropriate fee must be submitted with, or prior to submittal of this
form. Transportation Department staff will not process the Scoping Agreement prior to receipt of the fee.
Recommended by:
______________________________ _________
Consultant’s Representative Date
Scoping Agreement Submitted on _____________
Revised on ___________________
Approved Scoping Agreement:
6.
7.
8.
9.
10.
6.
7.
8.
9.
10.
DATE: February 16, 2023
TO: Adam Schmid, Brookfield Properties
FROM: Charlene So, Urban Crossroads, Inc.
JOB NO: 15256-01 TG Memo
ALMOND & VALLEY DISTRIBUTION CENTER TRIP GENERATION
ASSESSMENT
Urban Crossroads, Inc. is pleased to provide the following Trip Generation
Assessment for the Almond & Valley Distribution Center development (Proposed
Project), which is located at 9813 Almond Avenue in the City of Fontana. It should
be noted that this trip generation assessment has been prepared in accordance
with the City’s Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled
(VMT) and Level of Service Assessment (dated October 21, 2020) (City Guidelines).
PROPOSED PROJECT
It is our understanding that the Proposed Project will redevelop the existing 11.28-
acre property with a single 275,560 square foot (SF) warehouse building (269,560
SF of warehousing space and 6,000 SF of office space, with mezzanine space
included). For the purposes of this trip generation assessment, a mix of 80% high-
cube fulfillment warehouse use and 20% high-cube cold storage warehouse use
will be assumed in an effort to determine trip generation for the Proposed Project.
A preliminary site plan is shown on Exhibit 1. There are two full access driveways
proposed on Almond Avenue.
February 16, 2023
Page 2 of 10
15256-01 TG Memo
EXHIBIT 1: PRELIMINARY SITE PLAN
TRIP GENERATION
EXISTING TRAFFIC
The site is occupied by an existing tenant and is currently active. The site is occupied by a trucking
company that provides support distribution needs for their shipping partners. There are tractors
and trailers stored on-site as well as passenger cars (for employees and drivers). There are two
existing driveways, however, only one driveway was being utilized by vehicles as observed in the
field. In an effort to understand the existing traffic associated with the current use, traffic counts
were collected at the driveway on January 31 through February 2, 2023 (Tuesday through
Thursday). A summary of the count data collected is shown on Table A-1 of Attachment A. Table
A-1 provides a detailed summary of the counts collected at all driveway locations, by day. See
Attachment A for driveway count data worksheets.
February 16, 2023
Page 3 of 10
15256-01 TG Memo
Table 1 below summarizes the average existing trip generation based on the count data collected
over three consecutive days. The existing site currently generates an average of 411 two-way
trips per day, with 28 trips during the AM peak hour and 25 trips during the PM peak hour. Trip
generation for the existing use has been reflected in both actual vehicles and passenger car
equivalent (PCE) on Table 1.
PCE factors were applied to the trip generation rates for heavy trucks (large 2-axles, 3-axles, 4+-
axles). PCEs allow the typical “real-world” mix of vehicle types to be represented as a single,
standardized unit, such as the passenger car, to be used for the purposes of capacity and level of
service analyses. The PCE factors are consistent with the recommended PCE factors in the City’s
Guidelines and with those used for other projects within the City. The existing site currently
generates an average of 890 two-way PCE trips per day, with 69 PCE AM peak hour and 50 PCE
PM peak hour trips (see Table 1).
TABLE 1: EXISTING TRIP GENERATION
Land Use In Out Total In Out Total Daily
Actual Vehicles:
Existing Use
Passenger Cars: 5 1 6 4 7 11 150
2-axle Trucks: 0 0 0 0 1 1 6
3-axle Trucks: 2 4 6 3 2 5 75
4+-axle Trucks: 4 12 16 5 3 8 180
Total Trucks:6 16 22 8 6 14 261
Total Trips (Actual Vehicles)1 11 17 28 12 13 25 411
Passenger Car Equivalent (PCE):
Existing Use
Passenger Cars: 5 1 6 4 7 11 150
2-axle Trucks (PCE = 2.0):0 0 0 0 2 2 12
3-axle Trucks (PCE = 2.5): 5 10 15 8 5 13 188
4+-axle Trucks (PCE = 3.0): 12 36 48 15 9 24 540
Total Trucks (PCE):17 46 63 23 16 39 740
Total Trips (PCE)1 22 47 69 27 23 50 890
1 Total Trips = Passenger Cars + Truck Trips.
AM Peak Hour PM Peak Hour
February 16, 2023
Page 4 of 10
15256-01 TG Memo
PROPOSED PROJECT
In order to develop the traffic characteristics of the Proposed Project, trip-generation statistics
published in the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition,
2021) for High Cube Cold Storage Warehouse (ITE Land Use Code 157) and the High Cube
Warehouse Trip Generation Study (WSP, January 2019) were used, which are described below:
• High-Cube Cold Storage Warehouse (ITE Land Use Code 157) has been used to calculate
site specific trip generation estimates for up to 55,112 SF (or 20% of the total building
square footage). High-cube cold storage warehouses include warehouses characterized
by the storage and/or consolidation of manufactured goods (and to a lesser extent, raw
materials) prior to their distribution to retail locations or other warehouses. High-cube
cold storage warehouses are facilities typified by temperature-controlled environments
for frozen food or other perishable products. The High-Cube Cold Storage Warehouse
vehicle mix (passenger cars versus trucks) has been obtained from the ITE’s Trip
Generation Manual. The truck percentages were further broken down by axle type per
the following South Coast Air Quality Management District (SCAQMD) recommended
truck mix: 2-Axle = 34.7%; 3-Axle = 11.0%; 4+-Axle = 54.3%.
• High-Cube Fulfillment Center Warehouse land use category has been used to calculate
site specific trip generation estimates for the remaining 220,448 SF of the Proposed
Project (80% of the total building square footage). The ITE Trip Generation Manual has
trip generation rates for high-cube fulfillment center use for both non-sort and sort
facilities (ITE Land Use Code 155). While there is sufficient data to support use of the trip
generation rates for non-sort facilities, the sort facility rate is unreliable (by ITE’s
standards) because the rates are based on limited data (i.e., one to two surveyed sites
whereas ITE recommends a minimum of 3 site but preferably 5). Lastly, the ITE Trip
Generation Manual recommends the use of local data sources where available. As such,
the best available source for high-cube fulfilment center use would be the trip-generation
and vehicle mix statistics published in the High-Cube Warehouse Trip Generation Study
(WSP, January 29, 2019) which was commissioned by the Western Riverside Council of
Governments (WRCOG) in support of the Transportation Uniform Mitigation Fee (TUMF)
update in the County of Riverside. The WSP trip generation rates were published in
January 2019 and is based on data collected at 11 local high-cube fulfillment center sites
located throughout Southern California (specifically located within San Bernardino and
Riverside Counties). However, the WSP study does not include a split for inbound and
outbound vehicles, as such, the inbound and outbound splits per the ITE Trip Generation
Manual for Land Use Code 154 have been utilized.
Table 2 presents the trip generation rates used for this assessment and Table 3 shows the
resulting Project trip generation summary in actual vehicles. As shown in Table 3, the Proposed
Project is anticipated to generate a net total of 592 two-way trips per day with 31 AM peak hour
trips and 41 PM peak hour trips.
February 16, 2023
Page 5 of 10
15256-01 TG Memo
TABLE 2: TRIP GENERATION RATES
ITE LU AM Peak Hour PM Peak Hour
Land Use1 Units2 Code In Out Total In Out Total
Actual Vehicles:
High-Cube Cold Storage Warehouse3 TSF 157 0.085 0.025 0.110 0.034 0.086 0.120 2.120
Passenger Cars (AM-72.7%, PM-75.0%, Daily-64.6%)0.076 0.004 0.080 0.019 0.071 0.090 1.370
2-Axle Trucks (AM-9.5%, PM-8.7%, Daily-12.3%)0.003 0.007 0.010 0.005 0.005 0.010 0.260
3-Axle Trucks (AM-3.0%, PM-2.8%, Daily-3.9%)0.001 0.002 0.003 0.002 0.001 0.003 0.083
4+-Axle Trucks (AM-14.8%, PM-13.6%, Daily-19.2%)0.005 0.011 0.016 0.008 0.008 0.016 0.407
High-Cube Fulfillment Center Warehouse4 TSF --0.089 0.033 0.122 0.050 0.115 0.165 2.129
Passenger Cars (AM-84.4%, PM-87.3%, Daily-82.2%)0.079 0.024 0.103 0.040 0.104 0.144 1.750
2-4 Axle Trucks (AM-6.6%, PM-6.7%, Daily-7.6%)0.004 0.004 0.008 0.005 0.006 0.011 0.162
5+-Axle Trucks (AM-9.0%, PM-6.0%, Daily-10.2%)0.005 0.006 0.011 0.005 0.005 0.010 0.217
Passenger Car Equivalent (PCE):5
High-Cube Cold Storage Warehouse3 TSF 157 0.085 0.025 0.110 0.034 0.086 0.120 2.120
2-Axle Trucks (PCE = 2.0)0.006 0.015 0.021 0.010 0.011 0.021 0.521
3-Axle Trucks (PCE = 2.5)0.003 0.006 0.008 0.005 0.003 0.008 0.206
4+-Axle Trucks (PCE = 3.0)0.015 0.034 0.049 0.024 0.025 0.049 1.222
High-Cube Fulfillment Center Warehouse4 TSF --0.089 0.033 0.122 0.050 0.115 0.165 2.129
2-4 Axle Trucks (PCE = 2.5)0.010 0.010 0.020 0.013 0.015 0.028 0.405
5+-Axle Trucks (PCE = 3.0)0.016 0.017 0.033 0.014 0.016 0.030 0.651
1 Trip Generation & Vehicle Mix Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021).
2 TSF = thousand square feet
3 Truck Mix: South Coast Air Quality Management District’s (SCAQMD) recommended truck mix, by axle type.
Normalized % - 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.
4 PCE factors: 2-axle = 2.0; 3-axle = 2.5; 4+-axle = 3.0.
Daily
February 16, 2023
Page 6 of 10
15256-01 TG Memo
TABLE 3: PROJECT TRIP GENERATION SUMMARY (ACTUAL VEHICLES)
Table 4 shows the Project is anticipated to generate a total of 806 two-way PCE trips per day with
42 PCE AM peak hour trips and 54 PCE PM peak hour trips.
Land Use Quantity Units1 In Out Total In Out Total Daily
Actual Vehicles:
High-Cube Cold Storage (20%)55.112 TSF
Passenger Cars: 4 0 4 1 4 5 76
2-axle Trucks: 0 0 0 0 0 0 16
3-axle Trucks: 0 0 0 0 0 0 6
4+-axle Trucks: 0 1 1 0 0 0 24
Total Truck Trips (Actual Vehicles):0 1 1 0 0 0 46
Cold Storage Total Trips (Actual Vehicles)2 4 1 5 1 4 5 122
High-Cube Fulfillment (80%)220.448 TSF
Passenger Cars: 17 5 22 9 23 32 386
2-4 axle Trucks: 1 1 2 1 1 2 36
5+-axle Trucks: 1 1 2 1 1 2 48
Total Truck Trips (Actual Vehicles):2 2 4 2 2 4 84
Fulfillment Total Trips (Actual Vehicles)2 19 7 26 11 25 36 470
Passenger Cars 21 5 26 10 27 37 462
Trucks 2 3 5 2 2 4 130
Total Trips (Actual Vehicles)2 23 8 31 12 29 41 592
1 TSF = thousand square feet
2 Total Trips = Passenger Cars + Truck Trips.
AM Peak Hour PM Peak Hour
February 16, 2023
Page 7 of 10
15256-01 TG Memo
TABLE 4: PROJECT TRIP GENERATION SUMMARY (PCE)
TRIP GENERATION COMPARISON
Table 5 shows the trip generation comparison between the existing uses and the proposed
Project. The resulting net new trips are identified on Table 5. As shown, the Project is anticipated
to generate 84 fewer PCE two-way trips per day with 27 fewer PCE AM peak hour trips and 4 net
new PCE PM peak hour trips. Based on the anticipated net change in trips, it was determined
that off-site peak hour intersection operations analysis is not necessary.
Land Use Quantity Units1 In Out Total In Out Total Daily
Passenger Car Equivalent (PCE):
High-Cube Cold Storage (20%)55.112 TSF
Passenger Cars: 4 0 4 1 4 5 76
2-axle Trucks: 0 1 1 1 1 2 30
3-axle Trucks: 0 0 0 0 0 0 12
4+-axle Trucks: 1 2 3 1 1 2 68
Total Truck Trips (PCE):1 3 4 2 2 4 110
Cold Storage Total Trips (PCE)2 5 3 8 3 6 9 186
High-Cube Fulfillment (80%)220.448 TSF
Passenger Cars: 17 5 22 9 23 32 386
2-4 axle Trucks: 2 2 4 3 3 6 90
5+-axle Trucks: 4 4 8 3 4 7 144
Total Truck Trips (PCE):6 6 12 6 7 13 234
Fulfillment Total Trips (PCE)2 23 11 34 15 30 45 620
Passenger Cars 21 5 26 10 27 37 462
Trucks 7 9 16 8 9 17 344
Total Trips (PCE)2 28 14 42 18 36 54 806
1 TSF = thousand square feet
2 Total Trips = Passenger Cars + Truck Trips.
AM Peak Hour PM Peak Hour
February 16, 2023
Page 8 of 10
15256-01 TG Memo
TABLE 5: TRIP GENERATION COMPARISON
In Out Total In Out Total Daily
Actual Vehicles:
Existing Use
Passenger Cars:5 1 6 4 7 11 150
Trucks:6 16 22 8 6 14 261
Total Existing Trips (Actual Vehicles)11 17 28 12 13 25 411
Proposed Project
Passenger Cars:21 5 26 10 27 37 462
Trucks:2 3 5 2 2 4 130
Total Project Trips (Actual Vehicles)23 8 31 12 29 41 592
Net New Trips
Passenger Cars:16 4 20 6 20 26 312
Trucks:-4 -13 -17 -6 -4 -10 -131
Net Change in Trips (Actual Vehicles)12 -9 3 0 16 16 181
Passenger Car Equivalent (PCE):
Existing Use
Passenger Cars:5 1 6 4 7 11 150
Trucks:17 46 63 23 16 39 740
Total Existing Trips (PCE)22 47 69 27 23 50 890
Proposed Project
Passenger Cars:21 5 26 10 27 37 462
Trucks:7 9 16 8 9 17 344
Total Project Trips (PCE)28 14 42 18 36 54 806
Net New Trips
Passenger Cars:16 4 20 6 20 26 312
Trucks:-10 -37 -47 -15 -7 -22 -396
Net Change in Trips (PCE)6 -33 -27 -9 13 4 -84
Note: Negative value represents a reduction in comparison to the Existing use.
AM Peak Hour PM Peak Hour
February 16, 2023
Page 9 of 10
15256-01 TG Memo
TRIP GENERATION: APPROVED SOUTHWEST INDUSTRIAL PARK (SWIP)
The Project site is located within the Speedway Industrial District (SID) of the Southwest Industrial
Park (SWIP) Specific Plan. The SID is proposed to include uses that complement and support the
Auto Club Speedway of Southern California. The SID area is proposed to include a mixture of
uses, including but not limited to service commercial, entertainment, small businesses, research
and development, restaurants, hospitality uses, and light manufacturing uses. The SID is
generally bounded by portions of Banana Avenue and Almond Avenue to the west, San
Bernardino Avenue to the north, the I-10 Freeway to the south, and Cherry Avenue to the east.
The SWIP included the development of 762,191 SF of warehousing use, a net increase of 930,121
SF of light industrial use, and 13,264 SF of service commercial use within the SID area. Reductions
of 20 residential dwelling units, 9,355 SF of institutional use and 64,729 SF of commercial/office
use has also been included. As shown in Table 6, the SWIP Project Traffic Analysis (prepared by
RBF Consulting, September 29, 2011) concluded that the SID area would generate 8,358 trips per
day, with 987 trips generated during the AM peak hour and 1,046 trips generated during the PM
peak hour. A trip generation rate for uses within the SID has been developed by dividing the trip
generation by the proposed 1,705,576 SF of future development less 74,084 SF of institutional,
commercial and office use. As such, based on the trip generation rates for the currently approved
use within the SID the Proposed Project is anticipated to generate 1,412 trips per day, with 168
trips generated during the AM peak hour and 177 trips generated during the PM peak hour (see
Table 6).
TABLE 6: CURRENTLY APPROVED LAND USE TRIP GENERATION SUMMARY
Speedway Industrial District (SID)Quantity Units1 In Out Total In Out Total Daily
SID 1,631.492 TSF
Total Trip Generation2 861 126 987 145 901 1,046 8,358
SID
Trip Generation Rate 0.53 0.08 0.61 0.09 0.55 0.64 5.12
Proposed Project Trip Generation:275.560 TSF
146 22 168 25 152 177 1,412
1 TSF = thousand square feet
2 Source: SWIP Project Traffic Analysis, RBF Consulting, September 29, 2011.
AM Peak Hour PM Peak Hour
February 16, 2023
Page 10 of 10
15256-01 TG Memo
As shown in Table 7, the development of the Proposed Project is anticipated to generate 606
fewer two-way PCE trips per day with a reduction of 126 PCE AM and 123 PCE PM peak hour trips
as compared to the currently approved uses within the SID.
TABLE 7: TRIP GENERATION COMPARISON
FINDINGS
The City Guidelines indicate that any use which contributes less than 50 peak hour trips to any
off-site intersections and generates fewer than 250 net new two-way peak hour trips, are
generally exempt from Traffic Analysis requirements. The Proposed Project is anticipated to
generate fewer than 50 net new peak hour trips (see Table 5). Similarly, the proposed Project is
anticipated to result in a net increase in the AM, PM, and daily trips of less than 50 peak hour
trips in comparison to the land uses and intensity evaluated for the currently approved
development within the SID area of the SWIP. As such, the impacts are anticipated to be the same
or less than those previously identified in the SWIP Traffic Study at off-site study area
intersections. Additional traffic analysis is not required for this Project based on the City
Guidelines.
If you have any questions or comments, I can be reached at cso@urbanxroads.com.
Land Use Quantity Units1 In Out Total In Out Total Daily
Proposed Project 275.560 TSF
Approved Project (SID)146 22 168 25 152 177 1,412
Proposed Project (in PCE)28 14 42 18 36 54 806
Variance -118 -8 -126 -7 -116 -123 -606
1 TSF = thousand square feet
AM Peak Hour PM Peak Hour
15256-01 TG Memo
ATTACHMENT A
DRIVEWAY COUNTS
15256-01 TG Memo
TABLE A-1: SUMMARY OF DRIVEWAY COUNTS
Land Use In Out Total In Out Total Daily
Day 1: January 31, 2023 (Tuesday)
Passenger Cars: 5 3 8 5 7 12 142
2-axle Trucks: 0 0 0 0 0 0 2
3-axle Trucks: 2 3 5 0 3 3 71
4+-axle Trucks: 4 7 11 6 4 10 202
Total Truck Trips: 6 10 16 6 7 13 275
Total Trips1 11 13 24 11 14 25 417
Day 2: February 1, 2023 (Wednesday)
Passenger Cars: 4 0 4 4 7 11 162
2-axle Trucks: 0 0 0 0 0 0 2
3-axle Trucks: 2 10 12 4 1 5 82
4+-axle Trucks: 5 11 16 5 4 9 168
Total Truck Trips: 7 21 28 9 5 14 252
Total Trips1 11 21 32 13 12 25 414
Day 3: February 2, 2023 (Thursday)
Passenger Cars: 6 1 7 2 8 10 147
2-axle Trucks: 0 0 0 1 2 3 13
3-axle Trucks: 1 0 1 5 2 7 71
4+-axle Trucks: 3 18 21 5 1 0 170
Total Truck Trips: 4 18 22 11 5 16 254
Total Trips1 10 19 29 13 13 26 401
* Note: data collected on January 31-February 2, 2023.
1 Total Trips = Passenger Cars + Total Truck Trips.
AM Peak Hour PM Peak Hour
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:0000011 0:0000134
0:1510001 0:1500000
0:3000000 0:3010001
0:4500000 0:4500101
1:0000000 1:0000123
1:1500112 1:1500000
1:3010001 1:3000011
1:4500000 1:4500101
2:0000000 2:0000101
2:1510001 2:1500000
2:3020013 2:3000000
2:4520002 2:4500213
3:0000000 3:0000011
3:1500000 3:1500101
3:3000000 3:3000202
3:4500000 3:4500011
4:0000000 4:0000000
4:1500000 4:1500000
4:3000011 4:3000213
4:4500000 4:4500033
5:0000000 5:0000011
5:1530003 5:1510045
5:3000011 5:3000022
5:4500000 5:4510001
6:0000000 6:0000112
6:1500112 6:1500011
6:3000112 6:3000257
6:4520002 6:4500000
7:0000000 7:0000022
7:1520125 7:1500011
7:3030014 7:3000033
7:4520002 7:4500134
8:0010113 8:0000101
8:1510023 8:1520114
8:3010113 8:3010034
8:4500112 8:4500033
9:0000022 9:0010023
9:1500257 9:1520057
9:3000022 9:3000123
9:4520103 9:4510012
10:0020024 10:0010012
10:1510023 10:1520136
10:3030014 10:3010124
10:4530025 10:4530058
11:0030014 11:0030025
11:1520103 11:1500022
11:3010012 11:3000112
11:4510135 11:4510023
Exiting
Fontana
9813 Almond Avenue
Tuesday, January 31, 2023
Classified Driveway Count
Entering
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Fontana
9813 Almond Avenue
Tuesday, January 31, 2023
Classified Driveway Count
Entering
12:0010124 12:0010124
12:1510034 12:1520013
12:3010045 12:3020013
12:4520136 12:4540228
13:0030047 13:0010034
13:1500224 13:1510001
13:3010012 13:3040026
13:4500011 13:4500213
14:0020237 14:0040004
14:1500011 14:1520002
14:3020226 14:3010012
14:4500235 14:4530205
15:0020114 15:0050005
15:1500011 15:1510113
15:3000022 15:3010012
15:4510001 15:4500000
16:0010012 16:0030115
16:1520013 16:1520204
16:3010034 16:3020013
16:4510012 16:4500022
17:0000112 17:0000112
17:1500000 17:1500123
17:3010023 17:3000000
17:4510012 17:4510012
18:0020136 18:0010001
18:1500022 18:1500011
18:3010034 18:3010012
18:4510034 18:4510001
19:0010001 19:0010001
19:1510102 19:1510102
19:3010102 19:3000000
19:4500033 19:4500011
20:0000011 20:0010001
20:1500011 20:1500112
20:3000000 20:3000112
20:4500112 20:4500000
21:0000134 21:0000000
21:1501102 21:1500000
21:3000000 21:3000000
21:4500000 21:4510001
22:0000000 22:0000011
22:1510102 22:1501012
22:3010001 22:3000000
22:4500000 22:4510001
23:0000022 23:0000000
23:1500000 23:1500000
23:3010001 23:3000101
23:4500101 23:4500000
TOTAL 73 1 32 101 207 69 1 39 101 210
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:0000011 0:0000000
0:1500000 0:1510012
0:3000011 0:3000000
0:4500000 0:4510012
1:0000000 1:0000000
1:1500000 1:1500000
1:3020002 1:3000101
1:4500101 1:4500112
2:0000011 2:0000101
2:1500000 2:1500000
2:3000000 2:3000011
2:4510001 2:4500000
3:0000000 3:0000000
3:1510001 3:1510001
3:3000000 3:3010001
3:4500000 3:4500213
4:0010001 4:0000101
4:1500000 4:1500000
4:3000000 4:3000011
4:4500000 4:4500000
5:0000000 5:0000022
5:1530115 5:1510001
5:3010023 5:3000123
5:4500000 5:4500044
6:0000000 6:0000134
6:1500101 6:1510023
6:3000213 6:3000011
6:4510012 6:4500123
7:0020002 7:0000000
7:1520002 7:1510034
7:3020114 7:3000325
7:4500000 7:4500325
8:0010001 8:0000134
8:1510146 8:1500347
8:3000011 8:3000011
8:4510001 8:4520125
9:0010045 9:0020024
9:1510001 9:1510113
9:3020002 9:3010135
9:4500000 9:4520024
10:0020114 10:0010124
10:1520002 10:1500011
10:3030014 10:3020013
10:4530014 10:4510012
11:0000112 11:0010034
11:1520103 11:1510146
11:3030003 11:3030137
11:4520103 11:4500000
Exiting
Wednesday, February 1, 2023
Fontana
9813 Almond Avenue
Classified Driveway Count
Entering
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Wednesday, February 1, 2023
Fontana
9813 Almond Avenue
Classified Driveway Count
Entering
12:0010146 12:0000011
12:1500224 12:1540026
12:3030216 12:3040116
12:4510012 12:4510023
13:0010225 13:0010012
13:1501124 13:1511114
13:3030104 13:3040004
13:4520114 13:4500011
14:0010113 14:0010102
14:1510113 14:1510012
14:3010102 14:3010001
14:4510225 14:4560118
15:0010012 15:0030003
15:1520103 15:1540059
15:3010102 15:3020013
15:4520103 15:4530014
16:0000044 16:0020103
16:1510214 16:1500022
16:3000000 16:3000022
16:4500011 16:4520024
17:0040217 17:0010001
17:1500112 17:1510001
17:3010012 17:3010102
17:4500011 17:4520002
18:0010012 18:0000000
18:1500134 18:1500011
18:3020046 18:3000000
18:4510135 18:4520002
19:0010034 19:0040116
19:1500112 19:1500101
19:3000000 19:3000101
19:4500011 19:4500202
20:0010225 20:0020002
20:1510113 20:1510001
20:3000213 20:3000000
20:4510102 20:4500000
21:0010023 21:0020013
21:1500011 21:1510001
21:3000112 21:3000000
21:4500000 21:4510001
22:0010001 22:0000000
22:1500000 22:1500000
22:3000112 22:3000000
22:4500011 22:4510001
23:0000123 23:0000000
23:1510001 23:1500000
23:3000011 23:3000000
23:4510001 23:4500000
TOTAL 79 1 46 79 205 83 1 36 89 209
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:0000000 0:0000000
0:1500000 0:1510113
0:3000000 0:3000011
0:4500000 0:4500000
1:0000011 1:0000000
1:1510001 1:1510135
1:3000000 1:3000000
1:4500000 1:4500000
2:0010001 2:0000000
2:1500011 2:1500000
2:3000000 2:3000022
2:4510001 2:4500101
3:0000000 3:0000000
3:1510001 3:1500000
3:3010102 3:3000213
3:4500000 3:4500011
4:0000011 4:0000101
4:1500000 4:1500112
4:3010001 4:3010113
4:4501001 4:4500011
5:0000011 5:0000112
5:1530014 5:1500011
5:3000000 5:3000033
5:4500000 5:4500011
6:0000011 6:0000044
6:1500101 6:1500000
6:3010102 6:3000077
6:4510001 6:4510045
7:0010023 7:0000055
7:1530014 7:1500022
7:3011013 7:3000112
7:4510012 7:4511046
8:0001001 8:0000415
8:1500101 8:1510001
8:3010012 8:3011114
8:4500145 8:4500011
9:0000101 9:0010045
9:1520024 9:1530216
9:3020237 9:3000246
9:4510012 9:4510001
10:0000011 10:0000011
10:1500011 10:1500000
10:3040004 10:3000213
10:4520035 10:4510034
11:0011417 11:0010225
11:1510102 11:1500000
11:3020024 11:3031015
11:4510056 11:4510023
Exiting
Fontana
9813 Almond Avenue
Thursday, February 2, 2023
Classified Driveway Count
Entering
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Fontana
9813 Almond Avenue
Thursday, February 2, 2023
Classified Driveway Count
Entering
12:0020024 12:0030036
12:1520114 12:1520013
12:3011046 12:3010012
12:4510135 12:4510023
13:0000235 13:0000213
13:1510023 13:1520013
13:3000022 13:3021115
13:4530216 13:4510012
14:0000123 14:0000000
14:1510102 14:1520114
14:3021227 14:3000000
14:4510113 14:4530115
15:0010113 15:0031004
15:1500224 15:1510012
15:3010203 15:3030104
15:4501023 15:4511103
16:0000000 16:0020013
16:1500000 16:1520103
16:3020103 16:3000000
16:4500000 16:4500000
17:0010067 17:0000000
17:1510001 17:1520103
17:3000011 17:3040004
17:4530003 17:4520002
18:0040026 18:0000000
18:1500000 18:1520002
18:3000101 18:3000000
18:4520013 18:4500000
19:0000112 19:0000000
19:1510001 19:1520002
19:3000011 19:3000101
19:4500011 19:4500000
20:0020024 20:0000011
20:1530003 20:1530003
20:3000011 20:3020002
20:4500022 20:4500000
21:0030104 21:0020114
21:1500000 21:1510102
21:3010001 21:3030104
21:4500000 21:4500011
22:0000101 22:0000000
22:1500000 22:1510001
22:3000011 22:3000000
22:4510001 22:4510102
23:0000000 23:0000000
23:1500000 23:1500000
23:3010012 23:3000011
23:4500000 23:4500011
TOTAL 75 7 34 83 199 72 6 37 87 202
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268