HomeMy WebLinkAboutAppendix H_TrafficAppendix H
Focused Traffic Study
MASTER CASE NO. 20-073
INITIAL STUDY
9841 Irvine Center Drive, Suite 200 | Irvine, California 92618 | t: (949) 878‐3509
www.tjwengineering.com
June 19, 2023
Mr. RJ Hernandez
MONTE VISTA HOMES
11175 Azusa Ct., Suite 110
Rancho Cucamonga, CA 91730
SUBJECT: Fontana 53 Focused Traffic Study, City of Fontana
Dear Mr. Hernandez,
TJW Engineering, Inc. (TJW) is pleased to submit this Focused Traffic Study for the Fontana 53 site
(“Project”) located southeast of Poplar Avenue and Orchid Avenue in the City of Fontana. This traffic study
has been prepared to meet the traffic study requirements for the City of Fontana and assesses the
forecast traffic operations associated with the proposed project and its impact on the local street
network.
Project Description
The Project is located southeast of Poplar Avenue and Orchid Avenue in the City of Fontana. The Project
consists of demolishing a single‐family home and constructing 53 new single‐family homes for a net total of
52 single‐family homes. The Project is expected to be operational by 2024. Access will be provided via the
intersections of Poplar Avenue/Orchid Avenue and Catawba Avenue/Hibiscus Street. The attached site plan
illustrates the Project land use layout and the driveway locations.
Project Trip Generation
The Project trip generation was determined using trip generation rates from the latest edition of the
Institute of Transportation Engineers Trip Generation Manual (11th Edition). The Project is projected to
generate 491 net daily trips, 36 net AM peak hour trips, and 49 net PM peak hour trips. The trip generation
calculations are attached for reference.
Project Trip Distribution
Projecting trip distribution involves the process of identifying probable destinations and traffic routes that
will be utilized by the proposed project’s traffic. The potential interaction between the proposed land use
and surrounding regional access routes are considered to identify the probable routes onto which project
traffic would distribute. The projected trip distribution for the proposed project is based on anticipated
Mr. Hernandez
Fontana 53 Focused Traffic Study
June 19, 2023
Page 2
TJW Engineering, Inc.
MVH23001 Fontana 53 FTS
travel patterns to and from the project site. The Project trip distribution and trip assignments are attached
for reference.
Study Area
Level of service (LOS) has been assessed for the following intersections:
1. Poplar Avenue / Orchid Avenue
2. Catawba Avenue / Hibiscus Street
To establish baseline conditions, new traffic counts were conducted at the study area intersections on
Thursday May 25, 2023. The count worksheets are attached for reference. Cumulative projects have not
been provided by City of Fontana staff at this time; therefore, to establish Opening Year conditions, an
annual ambient growth rate of 2% per year for one year has been applied to baseline volumes.
Intersection Evaluation Methodology
The City of Fontana traffic study guidelines require unsignalized intersection operations be analyzed
utilizing the HCM 7th Edition methodology. Intersection operation for unsignalized intersections is based
on the weighted average control delay expressed in seconds per vehicle.
At a two‐way or side‐street stop‐controlled intersections, LOS is calculated for each stop‐controlled
minor street movement, for the left‐turn movement(s) from the major street, and for the intersection
as a whole. For approaches consisting of a single lane, the delay is calculated as the average of all
movements in that lane. For all‐way stop‐controlled intersection, LOS is computed for the intersection
as a whole.
The following table describes the general characteristics of traffic flow and accompanying delay ranges
at unsignalized intersections.
HCM – LOS & Delay Ranges – Unsignalized Intersections
Level Of
Service Description Delay
(in seconds)
A Little or no delays. 0 – 10.00
B Short traffic delays. 10.01 – 15.00
C Average traffic delays. 15.01 – 25.00
D Long traffic delays. Multiple vehicles in queue. 25.01 – 35.00
E Very long delays. Demand approaching capacity of intersection 35.01 – 50.00
F Very constrained flow with extreme delays and intersection capacity exceeded. > 50.01
Source: Transportation Research Board, Highway Capacity Manual, HCM7 Edition (Washington D.C., 2022).
Mr. Hernandez
Fontana 53 Focused Traffic Study
June 19, 2023
Page 3
TJW Engineering, Inc.
MVH23001 Fontana 53 FTS
This analysis utilizes PTV Vistro 2022 analysis software for all intersections. Vistro is a macroscopic traffic
software program that is based on the signalized intersection capacity analysis specified in Chapter 16
of the HCM. Per City of Fontana Traffic Impact Analysis Guidelines, a base saturation flow rate of 1900
cars per hour per lane has been utilized.
Intersection Evaluation Results
The City of Fontana has established LOS “C” as the threshold for acceptable intersection operations. LOS
analysis worksheets and Opening Year With Project volumes are attached for reference.
Level Of Service Analysis Results (Existing)
Intersection Existing
AM Delay
Existing
AM LOS
Existing
PM Delay
Existing
PM LOS
Poplar Avenue / Orchid Avenue 11.4 B 9.7 A
Catawba Avenue / Hibiscus Street 9.9 A 9.6 A
Level Of Service Analysis Results (Opening Year With Project)
Intersection
Opening Year
With Project
AM Delay
Opening Year
With Project
AM LOS
Opening Year
With Project
PM Delay
Opening Year
With Project
PM LOS
Poplar Avenue / Orchid Avenue 11.7 B 9.9 A
Catawba Avenue / Hibiscus Street 10.4 B 10.1 B
As shown above, the study area intersections operate at an acceptable LOS during both peak hours in
Opening Year With Project conditions. As such, no improvements are required for the study area
intersections.
Vehicle Miles Traveled (VMT) Screening
Based on the City of Fontana “Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of
Service Assessment” (October 2020), screening criteria can be utilized to effectively screen projects from
project‐level VMT assessment. The guidelines identify that projects which generate less than 500 net
average daily trips would not cause a substantial increase in the total citywide or regional VMT and are
therefore presumed to have a less than significant impact on VMT. Because the Project generates 491 net
average daily trips, the Project is presumed to have a less than significant impact on VMT and further VMT
analysis is not required.
Mr. Hernandez
Fontana 53 Focused Traffic Study
June 19, 2023
Page 4
TJW Engineering, Inc.
MVH23001 Fontana 53 FTS
Conclusion
The study area intersections are projected to operate at an acceptable LOS during both peak hours in
Opening Year With Project conditions. As such, no improvements are required for the study area
intersections.
Based on City of Fontana VMT guidelines, projects which generate less than 500 net average daily trips
would not cause a substantial increase in the total citywide or regional VMT and are therefore presumed to
have a less than significant impact on VMT. Because the Project is expected to generate 491 net average
daily trips, further VMT analysis is not required.
Please contact us at (949) 878‐3509 if you have any questions regarding this analysis.
Sincerely,
Gene Kim, PE, TE David Chew, PTP
Principal Engineer Transportation Planner
Registered Civil Engineer #83175
Registered Traffic Engineer #2684
Brandon Alvarado, EIT
Transportation Planner
PROJECT SITE PLAN
TRIP GENERATION
In Out Total In Out Total
Single‐Family Detached Housing 210 53 DU 9.43 500 0.7 26:74 10 27 37 0.94 63:37 32 18 50
Existing Single‐Family Detached Housing 210 ‐1DU9.43‐9 0.7 26:74 0 ‐1 ‐1 0.94 63:37 ‐10‐1
Net Total 52 DU 491 10 26 36 31 18 49
1: Trip generation rates from ITE Trip Generation (11th Edition, 2021).
2: DU = Dwelling Units.
Table 1
Project Trip Generation
Proposed Land Use1 ITE
Code Qty Unit2
Daily AM Peak Hour PM Peak Hour
Rate Volume Rate
In:Out
Split
Volume Rate In:Out
Split
Volume
PROJECT TRIP DISTRIBUTION
Traffic Volume - Net New Site Trips
TJW Engineering1
6/19/2023
Fontana 53
Scenario: Base ScenarioVersion 2022 (SP 0-2)
Generated with
PROJECT VOLUMES
Traffic Volume - Net New Site Trips
TJW Engineering1
6/19/2023
Fontana 53
Scenario 5: 5 Opening Year With Project AMVersion 2022 (SP 0-2)
Generated with
Traffic Volume - Net New Site Trips
TJW Engineering1
6/19/2023
Fontana 53
Scenario 6: 6 Opening Year With Project PMVersion 2022 (SP 0-2)
Generated with
TRAFFIC COUNT SURVEYS
T218
DATE:LOCATION: PROJECT #:SC4060Thu, May 25, 23 NORTH & SOUTH: LOCATION #:1 EAST & WEST: CONTROL:STOP W
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 TTLLANES:010 0 1001001 0 0000
7:00 AM 051 0 17000000 0 23 000007:15 AM 0240 0 30000000 0 54 00000
7:30 AM 0350 0 63000010 0 99 000007:45 AM 0422 0 30100010 0 76 00000
8:00 AM 0140 0 22000000 0 36 000008:15 AM 0110 0 16000100 0 28 000008:30 AM 1130 0 15000000 0 29 00000
8:45 AM 0120 0 9000000 0 21 00000VOLUMES 11563 0202100120 0 366 00000
APPROACH % 1% 98% 2% 0% 100% 0% 0% 0% 100% 100% 0% 0%APP/DEPART 160 /156 203 /205 1 /32 /20BEGIN PEAK HR
VOLUMES 01152 0145100020 0 265APPROACH % 0% 98% 2% 0% 99% 1% 0% 0% 0% 100% 0% 0%
PEAK HR FACTOR 0.665 0.579 0.000 0.500 0.669APP/DEPART 117 /115 146 /147 0 /22 /104:00 PM 0200 0 14000000 0 34 00000
4:15 PM 0170 0 12000000 0 29 000004:30 PM 0250 1 16000000 0 42 00000
4:45 PM 0271 1 16010000 2 48 000005:00 PM 0211 1 13100100 1 39 000005:15 PM 1240 1 17000000 0 43 10001
5:30 PM 0260 0 15010000 1 43 001015:45 PM 1230 0 18000100 0 43 10001
VOLUMES 21832 4121120200 4 321 20103APPROACH % 1% 98% 1% 3% 96% 1% 50% 0% 50% 0% 0% 100%APP/DEPART 187 /188 126 /125 4 /64 /20
BEGIN PEAK HRVOLUMES 1982 3 61120100 4 173
APPROACH % 1% 97% 2% 5% 94% 2% 67% 0% 33% 0% 0% 100%PEAK HR FACTOR 0.902 0.903 0.750 0.500 0.901APP/DEPART 101 /103 65 /63 3 /54 /20
Poplar
NORTH SIDE
Orchid WEST SIDE EAST SIDE Orchid
SOUTH SIDE
Poplar
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
Fontana
Poplar
Orchid
U-TURNS
Poplar Poplar Orchid Orchid
AM
7:15 AM
PM
4:45 PM
T218
DATE:LOCATION: PROJECT #:SC4060Thu, May 25, 23 NORTH & SOUTH: LOCATION #:2 EAST & WEST: CONTROL:STOP W
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 TTLLANES:X10 0 1XXXX0X 0 0000
7:00 AM 091 0 16000030 2 31 000007:15 AM 0110 1 33000050 3 53 00000
7:30 AM 0200 0 35000020 2 59 000007:45 AM 0183 0 31000020 2 56 00000
8:00 AM 0294 0 30000000 4 67 000008:15 AM 0183 1 16000030 1 42 000008:30 AM 0171 0 18000030 0 39 00000
8:45 AM 0131 1 7000050 1 28 00000VOLUMES 013513 3186000023015375 00000
APPROACH % 0% 91% 9% 2% 98% 0% 0% 0% 0% 61% 0% 39%APP/DEPART 148 /150 189 /209 0 /16 38 /00BEGIN PEAK HR
VOLUMES 0787 112900009011235APPROACH % 0% 92% 8% 1% 99% 0% 0% 0% 0% 45% 0% 55%
PEAK HR FACTOR 0.644 0.929 0.000 0.625 0.877APP/DEPART 85 /89 130 /138 0 /820 /004:00 PM 0194 3 16000020 2 46 00000
4:15 PM 0182 1 12000020 1 36 000004:30 PM 0182 0 19000010 1 41 00000
4:45 PM 0203 1 11000030 0 38 000005:00 PM 0243 1 14000010 1 44 000005:15 PM 0283 3 14000020 1 51 01001
5:30 PM 0142 1 16000010 2 36 000005:45 PM 0192 1 24000000 2 48 00000
VOLUMES 01602111126000012010340 01001APPROACH % 0% 88% 12% 8% 92% 0% 0% 0% 0% 55% 0% 45%APP/DEPART 181 /171 137 /138 0 /31 22 /00
BEGIN PEAK HRVOLUMES 08510 6 68000040 6 179
APPROACH % 0% 89% 11% 8% 92% 0% 0% 0% 0% 40% 0% 60%PEAK HR FACTOR 0.766 0.740 0.000 0.833 0.877APP/DEPART 95 /92 74 /72 0 /15 10 /00
Catawba
NORTH SIDE
Hibiscus WEST SIDE EAST SIDE Hibiscus
SOUTH SIDE
Catawba
AM
7:15 AM
PM
5:00 PM
U-TURNS
Catawba Catawba Hibiscus Hibiscus
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
Fontana
Catawba
Hibiscus
OPENING YEAR WITH PROJECT VOLUMES
Traffic Volume - Future Total Volume
TJW Engineering1
6/19/2023
Fontana 53
Scenario 5: 5 Opening Year With Project AMVersion 2022 (SP 0-2)
Generated with
Traffic Volume - Future Total Volume
TJW Engineering1
6/19/2023
Fontana 53
Scenario 6: 6 Opening Year With Project PMVersion 2022 (SP 0-2)
Generated with
EXISTING ANALYSIS WORKSHEETS
Intersection Analysis Summary
6/19/2023Report File: C:\...\E AM.pdf
Scenario 1 Existing AMVistro File: C:\...\MVH23001 Vistro.vistro
Fontana 53
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
A9.90.013WB LeftHCM 7th
EditionTwo-way stopCatawba Avenue / Hibiscus
Street2
B11.40.005WB LeftHCM 7th
EditionTwo-way stopPoplar Ave / Orchid Ave1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
TJW Engineering1
6/19/2023
Fontana 53
Scenario 1: 1 Existing AMVersion 2022 (SP 0-2)
Generated with
0.005Volume to Capacity (v/c):
BLevel Of Service:
11.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Poplar Ave / Orchid Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Name
Intersection Setup
0000Pedestrian Volume [ped/h]
0030001217031720Total Analysis Volume [veh/h]
00100005401430Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.66900.66900.66900.66900.66900.66900.66900.66900.66900.66900.66900.6690Peak Hour Factor
0020001145021150Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0020001145021150Base Volume Input [veh/h]
Name
Volumes
TJW Engineering2
6/19/2023
Fontana 53
Scenario 1: 1 Existing AMVersion 2022 (SP 0-2)
Generated with
BIntersection LOS
0.09d_I, Intersection Delay [s/veh]
BBAAApproach LOS
11.3710.780.000.00d_A, Approach Delay [s/veh]
0.400.400.400.000.000.000.000.000.000.000.000.0095th-Percentile Queue Length [ft/ln]
0.020.020.020.000.000.000.000.000.000.000.000.0095th-Percentile Queue Length [veh/ln]
ABBABBAAAAAAMovement LOS
9.1711.6511.379.3811.6211.340.000.007.570.000.007.66d_M, Delay for Movement [s/veh]
0.000.000.010.000.000.000.000.000.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
TJW Engineering3
6/19/2023
Fontana 53
Scenario 1: 1 Existing AMVersion 2022 (SP 0-2)
Generated with
0.013Volume to Capacity (v/c):
ALevel Of Service:
9.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 2: Catawba Avenue / Hibiscus Street
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
13101471889Total Analysis Volume [veh/h]
33370222Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.87700.87700.87700.87700.87700.8770Peak Hour Factor
1191291778Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1191291778Base Volume Input [veh/h]
Name
Volumes
TJW Engineering4
6/19/2023
Fontana 53
Scenario 1: 1 Existing AMVersion 2022 (SP 0-2)
Generated with
AIntersection LOS
0.83d_I, Intersection Delay [s/veh]
AAAApproach LOS
9.330.050.00d_A, Approach Delay [s/veh]
2.072.070.040.040.000.0095th-Percentile Queue Length [ft/ln]
0.080.080.000.000.000.0095th-Percentile Queue Length [veh/ln]
AAAAAAMovement LOS
8.859.940.007.410.000.00d_M, Delay for Movement [s/veh]
0.010.010.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
TJW Engineering5
6/19/2023
Fontana 53
Scenario 1: 1 Existing AMVersion 2022 (SP 0-2)
Generated with
Intersection Analysis Summary
6/19/2023Report File: C:\...\E PM.pdf
Scenario 2 Existing PMVistro File: C:\...\MVH23001 Vistro.vistro
Fontana 53
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
A9.60.006WB LeftHCM 7th
EditionTwo-way stopCatawba Avenue / Hibiscus
Street2
A9.70.003EB LeftHCM 7th
EditionTwo-way stopPoplar Ave / Orchid Ave1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
TJW Engineering1
6/19/2023
Fontana 53
Scenario 2: 2 Existing PMVersion 2022 (SP 0-2)
Generated with
0.003Volume to Capacity (v/c):
ALevel Of Service:
9.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Poplar Ave / Orchid Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Name
Intersection Setup
0000Pedestrian Volume [ped/h]
400102168321091Total Analysis Volume [veh/h]
10000101711270Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.90100.90100.90100.90100.90100.90100.90100.90100.90100.90100.90100.9010Peak Hour Factor
40010216132981Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
40010216132981Base Volume Input [veh/h]
Name
Volumes
TJW Engineering2
6/19/2023
Fontana 53
Scenario 2: 2 Existing PMVersion 2022 (SP 0-2)
Generated with
AIntersection LOS
0.49d_I, Intersection Delay [s/veh]
AAAAApproach LOS
8.839.350.310.07d_A, Approach Delay [s/veh]
0.320.320.320.270.270.270.130.130.130.040.040.0495th-Percentile Queue Length [ft/ln]
0.010.010.010.010.010.010.010.010.010.000.000.0095th-Percentile Queue Length [veh/ln]
ABAABAAAAAAAMovement LOS
8.8310.129.698.6410.129.710.000.007.440.000.007.35d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.000.000.000.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
TJW Engineering3
6/19/2023
Fontana 53
Scenario 2: 2 Existing PMVersion 2022 (SP 0-2)
Generated with
0.006Volume to Capacity (v/c):
ALevel Of Service:
9.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 2: Catawba Avenue / Hibiscus Street
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
757871197Total Analysis Volume [veh/h]
21192324Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.87700.87700.87700.87700.87700.8770Peak Hour Factor
646861085Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
646861085Base Volume Input [veh/h]
Name
Volumes
TJW Engineering4
6/19/2023
Fontana 53
Scenario 2: 2 Existing PMVersion 2022 (SP 0-2)
Generated with
AIntersection LOS
0.79d_I, Intersection Delay [s/veh]
AAAApproach LOS
9.160.610.00d_A, Approach Delay [s/veh]
1.041.040.290.290.000.0095th-Percentile Queue Length [ft/ln]
0.040.040.010.010.000.0095th-Percentile Queue Length [veh/ln]
AAAAAAMovement LOS
8.849.610.007.440.000.00d_M, Delay for Movement [s/veh]
0.010.010.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
TJW Engineering5
6/19/2023
Fontana 53
Scenario 2: 2 Existing PMVersion 2022 (SP 0-2)
Generated with
OPENING YEAR WITH PROJECT ANALYSIS WORKSHEETS
Intersection Analysis Summary
6/19/2023Report File: C:\...\OYP AM.pdf
Scenario 5 Opening Year With Project AMVistro File: C:\...\MVH23001 Vistro.vistro
Fontana 53
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
B10.40.015WB LeftHCM 7th
EditionTwo-way stopCatawba Avenue / Hibiscus
Street2
B11.70.027WB LeftHCM 7th
EditionTwo-way stopPoplar Ave / Orchid Ave1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
TJW Engineering1
6/19/2023
Fontana 53
Scenario 5: 5 Opening Year With Project AMVersion 2022 (SP 0-2)
Generated with
0.027Volume to Capacity (v/c):
BLevel Of Service:
11.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Poplar Ave / Orchid Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Name
Intersection Setup
0000Pedestrian Volume [ped/h]
70150001221371750Total Analysis Volume [veh/h]
20400005512440Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.66900.66900.66900.66900.66900.66900.66900.66900.66900.66900.66900.6690Peak Hour Factor
50100001148251170Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
508000002300Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.02001.02001.02001.02001.02001.02001.02001.02001.02001.02001.02001.0200Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0020001145021150Base Volume Input [veh/h]
Name
Volumes
TJW Engineering2
6/19/2023
Fontana 53
Scenario 5: 5 Opening Year With Project AMVersion 2022 (SP 0-2)
Generated with
BIntersection LOS
0.62d_I, Intersection Delay [s/veh]
BBAAApproach LOS
10.9710.920.100.00d_A, Approach Delay [s/veh]
2.732.732.730.000.000.000.130.130.130.000.000.0095th-Percentile Queue Length [ft/ln]
0.110.110.110.000.000.000.010.010.010.000.000.0095th-Percentile Queue Length [veh/ln]
ABBABBAAAAAAMovement LOS
9.3711.9711.719.4011.7911.590.000.007.590.000.007.67d_M, Delay for Movement [s/veh]
0.010.000.030.000.000.000.000.000.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
TJW Engineering3
6/19/2023
Fontana 53
Scenario 5: 5 Opening Year With Project AMVersion 2022 (SP 0-2)
Generated with
0.015Volume to Capacity (v/c):
BLevel Of Service:
10.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 2: Catawba Avenue / Hibiscus Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Name
Intersection Setup
0000Pedestrian Volume [ped/h]
13010906215118913Total Analysis Volume [veh/h]
30320113802231Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.87700.87700.87700.87700.87700.87700.87700.87700.87700.87700.87700.8770Peak Hour Factor
1109805213217803Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000805200003Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.02001.02001.02001.02001.02001.02001.02001.02001.02001.02001.02001.0200Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1109000012917780Base Volume Input [veh/h]
Name
Volumes
TJW Engineering4
6/19/2023
Fontana 53
Scenario 5: 5 Opening Year With Project AMVersion 2022 (SP 0-2)
Generated with
BIntersection LOS
1.34d_I, Intersection Delay [s/veh]
AAAAApproach LOS
9.539.620.050.22d_A, Approach Delay [s/veh]
2.172.172.171.441.441.440.040.040.040.130.130.1395th-Percentile Queue Length [ft/ln]
0.090.090.090.060.060.060.000.000.000.010.010.0195th-Percentile Queue Length [veh/ln]
ABBABBAAAAAAMovement LOS
8.8710.7010.399.1110.6810.380.000.007.410.000.007.53d_M, Delay for Movement [s/veh]
0.010.000.010.010.000.010.000.000.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
TJW Engineering5
6/19/2023
Fontana 53
Scenario 5: 5 Opening Year With Project AMVersion 2022 (SP 0-2)
Generated with
Intersection Analysis Summary
6/19/2023Report File: C:\...\OYP PM.pdf
Scenario 6 Opening Year With Project PMVistro File: C:\...\MVH23001 Vistro.vistro
Fontana 53
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
B10.10.007EB LeftHCM 7th
EditionTwo-way stopCatawba Avenue / Hibiscus
Street2
A9.90.003EB LeftHCM 7th
EditionTwo-way stopPoplar Ave / Orchid Ave1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
TJW Engineering1
6/19/2023
Fontana 53
Scenario 6: 6 Opening Year With Project PMVersion 2022 (SP 0-2)
Generated with
0.003Volume to Capacity (v/c):
ALevel Of Service:
9.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Poplar Ave / Orchid Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Name
Intersection Setup
0000Pedestrian Volume [ped/h]
90610216910121111Total Analysis Volume [veh/h]
20100101723280Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.90100.90100.90100.90100.90100.90100.90100.90100.90100.90100.90100.9010Peak Hour Factor
8051021629111001Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
405000006900Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.02001.02001.02001.02001.02001.02001.02001.02001.02001.02001.02001.0200Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
40010216132981Base Volume Input [veh/h]
Name
Volumes
TJW Engineering2
6/19/2023
Fontana 53
Scenario 6: 6 Opening Year With Project PMVersion 2022 (SP 0-2)
Generated with
AIntersection LOS
1.13d_I, Intersection Delay [s/veh]
AAAAApproach LOS
9.339.510.930.06d_A, Approach Delay [s/veh]
1.351.351.350.280.280.280.420.420.420.040.040.0495th-Percentile Queue Length [ft/ln]
0.050.050.050.010.010.010.020.020.020.000.000.0095th-Percentile Queue Length [veh/ln]
ABAABAAAAAAAMovement LOS
8.9310.359.938.6410.339.940.000.007.470.000.007.35d_M, Delay for Movement [s/veh]
0.010.000.010.000.000.000.000.000.010.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
TJW Engineering3
6/19/2023
Fontana 53
Scenario 6: 6 Opening Year With Project PMVersion 2022 (SP 0-2)
Generated with
0.007Volume to Capacity (v/c):
BLevel Of Service:
10.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 2: Catawba Avenue / Hibiscus Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Name
Intersection Setup
0000Pedestrian Volume [ped/h]
7056057797119910Total Analysis Volume [veh/h]
20110122023253Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.87700.87700.87700.87700.87700.87700.87700.87700.87700.87700.87700.8770Peak Hour Factor
604504669610879Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000504600009Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.02001.02001.02001.02001.02001.02001.02001.02001.02001.02001.02001.0200Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
604000068610850Base Volume Input [veh/h]
Name
Volumes
TJW Engineering4
6/19/2023
Fontana 53
Scenario 6: 6 Opening Year With Project PMVersion 2022 (SP 0-2)
Generated with
BIntersection LOS
1.45d_I, Intersection Delay [s/veh]
AAAAApproach LOS
9.369.350.560.62d_A, Approach Delay [s/veh]
1.091.091.091.001.001.000.300.300.300.430.430.4395th-Percentile Queue Length [ft/ln]
0.040.040.040.040.040.040.010.010.010.020.020.0295th-Percentile Queue Length [veh/ln]
ABBABBAAAAAAMovement LOS
8.8510.4610.078.7410.4710.080.000.007.440.000.007.40d_M, Delay for Movement [s/veh]
0.010.000.010.010.000.010.000.000.000.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
TJW Engineering5
6/19/2023
Fontana 53
Scenario 6: 6 Opening Year With Project PMVersion 2022 (SP 0-2)
Generated with