HomeMy WebLinkAboutAppendix L - Queuing Analysis MemoThis Queuing Analysis evaluates the proposed residential project situated southeast of the intersection of
Baseline Avenue and Orlando Drive in Fontana, identified by Assessor’s Parcel Number (APN) 1110-171-
02.The Project site encompasses 3.33 acres, and the Project proposes the development of 54 attached
residential dwellings, resulting in a net density of 16.22 dwelling units per acre (du/ac). The current site is
vacant and undeveloped. The purpose of this analysis is to determine whether sufficient queuing can be
accommodated with the addition of the proposed Project.
The proposed Project site plan is shown in Figure 1, Project Site Plan.
Project Trip Generation
A project trip generation analysis was prepared to determine the trip generation of the proposed Project.
The analysis is based on trip rates from the Institute of Transportation Engineers (ITE), Trip Generation Manual,
11th Edition. As shown in Table 1, Project Trip Generation, the proposed Project is forecast to generate 364
daily trips including 21 trips during the AM peak hour and 27 trips during the PM peak hour.
Table 1: Project Trip Generation
Project Access and On-Site Circulation
Local access to the site is available through two ingress and egress points: one on Orlando Drive and another
on Lime Avenue. The driveway on Orlando Drive is 35 feet wide and the driveway on Lime Avenue is 39.5
feet wide. Internal circulation is provided via one main 35-foot-wide drive aisle and 26-foot-wide drive
aisles branching off of the main drive aisle which provides access to the individual units. There is
approximately 105 feet of space between the intersection of Baseline Avenue at Orlando Drive and the
main proposed driveway on Orlando Drive.
To:
From:
Date:
Site:
Subject:
City of Fontana
Maryam Javanmardi, Chad Karns, EPD Solutions, Inc.
9/6/2024
Southeast of the intersection of Orlando Dr at Baseline Ave
in City of Fontana
Queuing Analysis Memo
Baseline Residential Project
Queuing Analysis
Regional access to the Project site is supported by Interstate 15 (Ontario Freeway), Baseline Avenue,
Orlando Drive, and Lime Avenue. The intersection of Baseline Avenue at Lime Avenue currently is right-
in/right-out.
Existing Traffic Volumes
Traffic volumes were collected at the intersection of Baseline Avenue at Orlando Drive on Tuesday, August
20th, 2024, during the AM (7-9 AM) and PM (4-6 PM) peak periods. It should be noted that 55 westbound
U-turns were observed during the AM peak hour (between 7:15 and 8:15 AM).
Opening Year 2026
To forecast Opening Year 2026 Background Volumes, a growth rate of 2% was applied to the existing
counts. Additionally, AM and PM peak hour trips as described in the Project Trip Generation section, above,
were added to the study intersection to analyze Opening Year 2026 Plus Project conditions. For a more
“conservative” scenario, 70% of outbound trips were distributed to the northbound left turn movement at the
Baseline at Orlando intersection, with 10% making a northbound right turn; the remaining 20% would exit
the site via Lime Avenue. Similarly, 70% would enter the site utilizing the eastbound right turn movement and
30% would enter the site utilizing the westbound left turn movement at Orlando Drive at Baseline Avenue.
It should be noted that the Lime Avenue/Baseline Avenue intersection is right in/right out only, which is why
80 percent are expected to exit and 100 percent will enter the site using the Orlando Drive intersection.
Signal timing plans for Lime Avenue/Baseline Avenue were obtained from the City and utilized specifically
for this analysis.
Queuing Analysis
Queue lengths were evaluated as a metric of geometric requirements. Particularly for turning movements, as
a queue forms, the lane can become blocked. When a queue length exceeds the storage length provided,
additional turn lanes and adjacent through lanes can become blocked. The result is a shockwave that sends
queues upstream and deteriorates intersection operations. 95th percentile queues were performed at the
signalized study intersection using the PTV Vistro 2024 software.
Currently, there is a striped 160-foot westbound left turn (WBL) lane at Baseline Ave. As shown in Table 2,
Queuing Analysis, sufficient storage for the WBL movement is anticipated as the 95th percentile queue is
forecast to be 149 feet during the AM peak hour and 147 feet during the PM peak hour in the
Background Plus Project conditions, which would not exceed the 160-foot storage length. Although Table
2 shows the queues in all directions at the intersection, this analysis is focused on the south leg of the
intersection to ensure that driveway operations are not impeded by intersection queuing. The northbound
approach at Orlando Drive provides a shared lane for both left and right-turning movements. The
northbound approach 2-lane approach at the intersection is 19 feet wide and therefore considered a de
facto right-turn lane (25 feet).
Based on the 95th percentile shown below for the northbound approach at Orlando Drive, 132 feet and
129 feet of queuing would be required for the northbound left-turn movement in the Year 2026
Background Plus Project AM and PM peak hour conditions respectively. When the signal timing is
optimized under Year 2026 Background Plus Project condition, the 95th percentile queue would be 67
feet during the AM peak hour and 38 feet during the PM peak hour, well within the 105 feet spacing
between the signalized intersection and the proposed driveway as shown on the site plan. It should be
noted that the worst level of service and delay at the study intersection under all study conditions is
11.84 seconds (LOS B) under Background Plus Project AM peak hour conditions. Turning movement counts
are included as Appendix A, and Vistro queuing analysis worksheets are included in Appendix B.
To ensure that adequate queuing is maintained on the northbound approach at Orlando Drive and Baseline
Avenue and that queues to not block the project driveway, the following measures are recommended:
Page | 2
Baseline Residential Project
Queuing Analysis
Page | 3
- Parking shall be restricted on the east side of Orlando Drive between Baseline Avenue and the
project driveway.
- The project applicant shall provide a payment as part of the project mitigation fees to ensure that
the signal timing at the intersection of Orlando Drive and Baseline Avenue is monitored and
optimized after project opening to ensure queues on the northbound approach are minimized.
Baseline Residential Project
Queuing Analysis
Page | 4
Table 2: Queueing Analysis
EBT EBTR WBL WBT NBL NBR
Storage Length N/A N/A 160 N/A N/A N/A
Volume 439(923)10(20)63(43)1089(563)55(16)23(13)
Vistro (50th%)25'(59')26'(60')71'(71')28'(11')60'(47')23'(37')
Vistro (95th%)45'(106')47'(108')127'(128')50'(20')109'(85')41'(67')
HCM7th (50th%)25'(59')26'(60')71'(71')28'(11')60'(47')23'(37')
Sufficient Storage Yes Yes Yes Yes Yes Yes
Volume 457(960)10(21)66(45)1133(586)81(31)24(17)
Vistro (50th%)26'(63')27'(64')78'(74')30'(12')62'(49')24'(41')
Vistro (95th%)48'(113')49'(115')140'(133')54'(21')112'(88')44'(73')
HCM7th (50th%)26'(63')27'(64')78'(74')30'(12')62'(49')24'(41')
Sufficient Storage Yes Yes Yes Yes Yes Yes
Volume 457(960)14(33)68(50)1133(586)93(39)24(39)
Vistro (50th%)28'(70')29'(71')83'(82')34'(13')73'(71)'25'(43)'
Vistro (95th%)51'(125')52'(128')149'(147')62'(24')132'(129')44'(78')
HCM7th (50th%)28'(70')29'(71')83'(82')34'(13')73'(71')25'(43')
Sufficient Storage Yes Yes Yes Yes No Yes
Volume 457(960)14(33)68(50)1133(586)93(39)24(39)
Vistro (50th%)24'(47')26'(49')32'(27')27'(10')37'(21)'13'(13)'
Vistro (95th%)44'(84')46'(88')59'(48')48'(17')67'(38')23'(24')
HCM7th (50th%)24'(47')26'(49')32'(27')27'(10')37'(21)'13'(13)'
Sufficient Storage Yes Yes Yes Yes Yes Yes
=Queueing Impacts
AM Cycle Length is assumed to be 120, and PM Cycle Length is assumed to be 90.
Existing Condition
2026 Background
Note: EBT = Eastbound Thru Lane, EBTR = Eastbound Thru and Right Lane, SBL = Southbound Left-Turn Lane, WBL =
Westbound Left-Turn Lane, WBT = Westbound Thru Lane, NBL = Northbound Left NBR=Northbound Right.
Queue length reported in feet for the AM (PM) peak periods.
2026 Background Plus Project
2026 Background Plus Project-Optimized
Baseline Residential Project
Queuing Analysis
Page | 5
Figure 1: Project Site Plan
Baseline Residential Project
Queuing Analysis
ATTACHMENT A – TURNING MOVEMENT COUNTS
0 0 0 0 TOTAL 0
0 0 0 0 PM 0
0 0 0 0 AM 0
1,
8
3
5
1,
1
7
2
3,
0
0
7
2,
9
3
5
1,
1
2
3
1,
8
1
2
0 0 0
1,
7
3
3
1,
0
8
7
2,
8
2
0
TO
T
A
L
PM AM 19
41
60
0 0 0 AM
PM
TO
T
A
L
2,
7
0
1
1,
8
3
4
86
7
65
42
23
98
1
1,
9
0
6
2,
8
8
7
2,
7
6
7
1,
8
7
6
89
1
42 AM 78 0 31 109
83 PM 36 0 28 64
125 TOTAL 114 0 59 173
0 0 0 0 TOTAL 0
0 0 0 0 PM 0
0 0 0 0 AM 0
1,
1
5
2
60
6
1,
7
5
8
1,
7
2
4
57
9
1,
1
4
5
0 0 0
1,
0
8
9
56
3
1,
6
5
2
TO
T
A
L
PM AM AM 7:15 AM
8:45 AM
8
21
29
0 0 0
#N/A
AM
PM
TO
T
A
L
1,
3
6
2
92
3
43
9
PM 5:00 PM
5:45 PM
30
20
10
51
7
95
8
1,
4
7
5
1,
3
9
3
94
3
45
0
18 AM 55 0 23 78
41 PM 16 0 13 29
59 Total 71 0 36 107
AimTD LLC
TURNING MOVEMENT COUNTS
Orlando Dr
Ba
s
e
l
i
n
e
A
v
e
Ba
s
e
l
i
n
e
A
v
e
ALL HOURS
Fontana
SC4838
Orlando Dr
Orlando Dr
Orlando Dr
Ba
s
e
l
i
n
e
A
v
e
Ba
s
e
l
i
n
e
A
v
e
PEAK HOUR
Baseline Residential Project
Queuing Analysis
ATTACHMENT B – VISTRO QUEUEING ANALYSIS RESULTS
Intersection Analysis Summary
9/3/2024Report File: C:\...\Existing AM.pdf
Scenario 1 Existing AMVistro File: C:\...\24-068 Baseline Residential Fontana-
Queueing Analysis - defacto_RT.vistro
Baseline Residential Fontana
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.
B10.00.302WB LeftHCM 7th
EditionSignalizedBaseline Ave and Orlando Dr1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
1
9/3/2024
EPD Solutions, Inc.
Scenario 1: 1 Existing AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
0.302Volume to Capacity (v/c):
BLevel Of Service:
10.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Baseline Ave and Orlando Dr
Intersection Level Of Service Report
YesYesYesCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
45.0045.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00160.00100.00100.0025.00100.00Entry Pocket Length [ft]
010010No. of Lanes in Entry Pocket
12.0012.0012.0012.0020.0020.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Name
Intersection Setup
2
9/3/2024
EPD Solutions, Inc.
Scenario 1: 1 Existing AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
118769115032971Total Analysis Volume [veh/h]
297173126718Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91720.91720.87210.87210.78000.7800Peak Hour Factor
108963104392355Total Hourly Volume [veh/h]
000000Right Turn on Red 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
0.00Proportion of CAVs [%]
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
108963104392355Base Volume Input [veh/h]
Name
Volumes
3
9/3/2024
EPD Solutions, Inc.
Scenario 1: 1 Existing AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
2.51.52.52.50.03.0Vehicle Extension [s]
105101007Minimum Green [s]
-Lead---LeadLead / Lag
8697777034Split [s]
Phasing & Timing: Pattern 1
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Advanced Detector Length [ft]
0.00.00.00.00.00.0Advanced Detector Location [ft]
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
4.74.04.74.70.04.0l2, Clearance Lost Time [s]
2.02.02.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
16099025Pedestrian Clearance [s]
505505Walk [s]
2.02.02.02.00.02.0All red [s]
4.74.04.74.70.04.0Amber [s]
712045450146Maximum Green [s]
Auxiliary Signal Groups
612203Signal Group
PermissiveProtectedPermissivePermissiveSplitSplitControl Type
Phasing & Timing (Basic)
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
76.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
Pattern 1Active Pattern
120Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4
9/3/2024
EPD Solutions, Inc.
Scenario 1: 1 Existing AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
49.97127.0146.5144.9941.03108.7195th-Percentile Queue Length [ft/ln]
2.005.081.861.801.644.3595th-Percentile Queue Length [veh/ln]
27.7670.5625.8424.9922.7960.4050th-Percentile Queue Length [ft/ln]
1.112.821.031.000.912.4250th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesCritical Lane Group
AFAAEELane Group LOS
2.40105.064.594.5057.3066.10d, Delay for Lane Group [s/veh]
0.311.050.140.140.330.72X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.2146.550.230.132.199.66d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.040.500.500.110.11k, delay calibration
2.1958.514.364.3855.1156.44d1, Uniform Delay [s]
383765124323938898c, Capacity [veh/h]
458416031664320414881667s, saturation flow rate [veh/h]
0.260.040.100.110.020.04(v / s)_i Volume / Saturation Flow Rate
0.840.040.750.750.060.06g / C, Green / Cycle
1025919177g_i, Effective Green Time [s]
4.704.004.704.704.004.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
6.706.006.706.706.006.00L, Total Lost Time per Cycle [s]
122122122122122122C, Calculated Cycle Length [s]
CLCCRLLane Group
Lane Group Calculations
5
9/3/2024
EPD Solutions, Inc.
Scenario 1: 1 Existing AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]66.10 57.30 4.53 4.59 105.06 2.40
Movement LOS E E A A F A
d_A, Approach Delay [s/veh]63.54 4.53 8.04
Approach LOS E A A
d_I, Intersection Delay [s/veh]10.04
Intersection LOS B
Intersection V/C 0.302
Emissions
Vehicle Miles Traveled [mph]2.69 1.10 29.21 14.61 5.72 98.41
Stops [stops/h]71.29 26.90 59.00 30.50 83.29 98.30
Fuel consumption [US gal/h]1.46 0.53 2.05 1.04 2.71 5.17
CO [g/h]102.01 37.18 143.21 72.68 189.19 361.73
NOx [g/h]19.85 7.23 27.86 14.14 36.81 70.38
VOC [g/h]23.64 8.62 33.19 16.85 43.85 83.83
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]52.33 52.33 52.33
I_p,int, Pedestrian LOS Score for Intersectio 2.015 2.901 2.983
Crosswalk LOS B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]459 1152 1300
d_b, Bicycle Delay [s]36.21 10.95 7.47
I_b,int, Bicycle LOS Score for Intersection 1.560 1.842 2.250
Bicycle LOS A A B
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------321Ring 1
Sequence
6
9/3/2024
EPD Solutions, Inc.
Scenario 1: 1 Existing AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
Turning Movement Volume: Summary
9/3/2024Report File: C:\...\Existing AM.pdf
Scenario 1 Existing AMVistro File: C:\...\24-068 Baseline Residential Fontana-
Queueing Analysis - defacto_RT.vistro
Baseline Residential Fontana
1679
Total
Volume
1089
Thru
63
Left
Westbound
10
Right
439
Thru
Eastbound
23
Right
55
Left
Northbound
Baseline Ave and Orlando Dr1
Intersection NameID
7
9/3/2024
EPD Solutions, Inc.
Scenario 1: 1 Existing AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
Intersection Analysis Summary
9/3/2024Report File: C:\...\Existing PM.pdf
Scenario 2 Existing PMVistro File: C:\...\24-068 Baseline Residential Fontana-
Queueing Analysis - defacto_RT.vistro
Baseline Residential Fontana
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.
A9.40.244NB LeftHCM 7th
EditionSignalizedBaseline Ave and Orlando Dr1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
1
9/3/2024
EPD Solutions, Inc.
Scenario 2: 2 Existing PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
0.244Volume to Capacity (v/c):
ALevel Of Service:
9.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Baseline Ave and Orlando Dr
Intersection Level Of Service Report
YesYesYesCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
45.0045.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00160.00100.00100.0025.00100.00Entry Pocket Length [ft]
010010No. of Lanes in Entry Pocket
12.0012.0012.0012.0020.0020.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Name
Intersection Setup
2
9/3/2024
EPD Solutions, Inc.
Scenario 2: 2 Existing PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
58345209362329Total Analysis Volume [veh/h]
14611523467Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96500.96500.98640.98640.55770.5577Peak Hour Factor
56343209231316Total Hourly Volume [veh/h]
000000Right Turn on Red 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
0.00Proportion of CAVs [%]
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
56343209231316Base Volume Input [veh/h]
Name
Volumes
3
9/3/2024
EPD Solutions, Inc.
Scenario 2: 2 Existing PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
2.51.52.52.50.03.0Vehicle Extension [s]
105101007Minimum Green [s]
-Lead---LeadLead / Lag
782652520152Split [s]
Phasing & Timing: Pattern 1
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Advanced Detector Length [ft]
0.00.00.00.00.00.0Advanced Detector Location [ft]
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
4.74.04.74.70.04.0l2, Clearance Lost Time [s]
2.02.02.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
16099025Pedestrian Clearance [s]
505505Walk [s]
2.02.02.02.00.02.0All red [s]
4.74.04.74.70.04.0Amber [s]
712045450146Maximum Green [s]
Auxiliary Signal Groups
612203Signal Group
PermissiveProtectedPermissivePermissiveSplitSplitControl Type
Phasing & Timing (Basic)
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
42.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
Pattern 1Active Pattern
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4
9/3/2024
EPD Solutions, Inc.
Scenario 2: 2 Existing PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
19.80128.01108.14106.0167.1384.9195th-Percentile Queue Length [ft/ln]
0.795.124.334.242.693.4095th-Percentile Queue Length [veh/ln]
11.0071.1260.0858.8937.2947.1750th-Percentile Queue Length [ft/ln]
0.442.842.402.361.491.8950th-Percentile Queue Length [veh/ln]
NoYesNoYesNoYesCritical Lane Group
AFAAFFLane Group LOS
1.02120.283.393.25118.88120.40d, Delay for Lane Group [s/veh]
0.140.810.220.230.520.58X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.0710.000.370.208.9610.26d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.040.500.500.110.11k, delay calibration
0.96110.283.023.05109.92110.14d1, Uniform Delay [s]
419455142227374550c, Capacity [veh/h]
458416031665320414881667s, saturation flow rate [veh/h]
0.130.030.190.200.020.02(v / s)_i Volume / Saturation Flow Rate
0.920.030.850.850.030.03g / C, Green / Cycle
210819719777g_i, Effective Green Time [s]
4.704.004.704.704.004.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
6.706.006.706.706.006.00L, Total Lost Time per Cycle [s]
230230230230230230C, Calculated Cycle Length [s]
CLCCRLLane Group
Lane Group Calculations
5
9/3/2024
EPD Solutions, Inc.
Scenario 2: 2 Existing PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]120.40 118.88 3.30 3.39 120.28 1.02
Movement LOS F F A A F A
d_A, Approach Delay [s/veh]119.73 3.30 9.57
Approach LOS F A A
d_I, Intersection Delay [s/veh]9.41
Intersection LOS A
Intersection V/C 0.244
Emissions
Vehicle Miles Traveled [mph]1.10 0.88 54.33 27.16 3.73 48.34
Stops [stops/h]29.53 23.35 73.75 37.62 44.53 20.67
Fuel consumption [US gal/h]0.92 0.72 3.20 1.62 1.78 2.04
CO [g/h]64.24 50.42 223.75 113.15 124.61 142.27
NOx [g/h]12.50 9.81 43.53 22.01 24.25 27.68
VOC [g/h]14.89 11.69 51.86 26.22 28.88 32.97
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]106.18 106.18 106.18
I_p,int, Pedestrian LOS Score for Intersectio 2.023 2.879 2.970
Crosswalk LOS B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]487 394 620
d_b, Bicycle Delay [s]65.82 74.16 54.75
I_b,int, Bicycle LOS Score for Intersection 1.560 2.085 1.905
Bicycle LOS A B A
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------321Ring 1
Sequence
6
9/3/2024
EPD Solutions, Inc.
Scenario 2: 2 Existing PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
Turning Movement Volume: Summary
9/3/2024Report File: C:\...\Existing PM.pdf
Scenario 2 Existing PMVistro File: C:\...\24-068 Baseline Residential Fontana-
Queueing Analysis - defacto_RT.vistro
Baseline Residential Fontana
1578
Total
Volume
563
Thru
43
Left
Westbound
20
Right
923
Thru
Eastbound
13
Right
16
Left
Northbound
Baseline Ave and Orlando Dr1
Intersection NameID
7
9/3/2024
EPD Solutions, Inc.
Scenario 2: 2 Existing PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
Intersection Analysis Summary
9/3/2024Report File: C:\...\2026 Without Project AM.pdf
Scenario 3 2026 without Project AMVistro File: C:\...\24-068 Baseline Residential Fontana-
Queueing Analysis - defacto_RT.vistro
Baseline Residential Fontana
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.
B10.70.313WB LeftHCM 7th
EditionSignalizedBaseline Ave and Orlando Dr1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
1
9/3/2024
EPD Solutions, Inc.
Scenario 3: 3 2026 without Project AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
0.313Volume to Capacity (v/c):
BLevel Of Service:
10.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Baseline Ave and Orlando Dr
Intersection Level Of Service Report
YesYesYesCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
45.0045.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00160.00100.00100.0025.00100.00Entry Pocket Length [ft]
010010No. of Lanes in Entry Pocket
12.0012.0012.0012.0020.0020.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Name
Intersection Setup
2
9/3/2024
EPD Solutions, Inc.
Scenario 3: 3 2026 without Project AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
123572115243173Total Analysis Volume [veh/h]
309183131818Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91720.91720.87210.87210.78000.7800Peak Hour Factor
113366104572457Total Hourly Volume [veh/h]
000000Right Turn on Red 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]
1.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
108963104392355Base Volume Input [veh/h]
Name
Volumes
3
9/3/2024
EPD Solutions, Inc.
Scenario 3: 3 2026 without Project AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
2.51.52.52.50.03.0Vehicle Extension [s]
105101007Minimum Green [s]
-Lead---LeadLead / Lag
8697777034Split [s]
Phasing & Timing: Pattern 1
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Advanced Detector Length [ft]
0.00.00.00.00.00.0Advanced Detector Location [ft]
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
4.74.04.74.70.04.0l2, Clearance Lost Time [s]
2.02.02.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
16099025Pedestrian Clearance [s]
505505Walk [s]
2.02.02.02.00.02.0All red [s]
4.74.04.74.70.04.0Amber [s]
712045450146Maximum Green [s]
Auxiliary Signal Groups
612203Signal Group
PermissiveProtectedPermissivePermissiveSplitSplitControl Type
Phasing & Timing (Basic)
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
76.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
Pattern 1Active Pattern
120Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4
9/3/2024
EPD Solutions, Inc.
Scenario 3: 3 2026 without Project AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
54.00139.8649.0947.5143.84111.5795th-Percentile Queue Length [ft/ln]
2.165.591.961.901.754.4695th-Percentile Queue Length [veh/ln]
30.0077.7027.2726.3924.3561.9850th-Percentile Queue Length [ft/ln]
1.203.111.091.060.972.4850th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesCritical Lane Group
AFAAEELane Group LOS
2.48120.764.674.5857.2965.90d, Delay for Lane Group [s/veh]
0.321.100.140.150.350.73X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.2262.250.240.132.289.56d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.040.500.500.110.11k, delay calibration
2.2658.514.434.4555.0256.34d1, Uniform Delay [s]
3830651241238990100c, Capacity [veh/h]
458416031665320414881667s, saturation flow rate [veh/h]
0.270.040.110.110.020.04(v / s)_i Volume / Saturation Flow Rate
0.840.040.750.750.060.06g / C, Green / Cycle
1025919177g_i, Effective Green Time [s]
4.704.004.704.704.004.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
6.706.006.706.706.006.00L, Total Lost Time per Cycle [s]
122122122122122122C, Calculated Cycle Length [s]
CLCCRLLane Group
Lane Group Calculations
5
9/3/2024
EPD Solutions, Inc.
Scenario 3: 3 2026 without Project AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]65.90 57.29 4.61 4.67 120.76 2.48
Movement LOS E E A A F A
d_A, Approach Delay [s/veh]63.34 4.61 9.00
Approach LOS E A A
d_I, Intersection Delay [s/veh]10.69
Intersection LOS B
Intersection V/C 0.313
Emissions
Vehicle Miles Traveled [mph]2.78 1.18 30.40 15.20 5.97 102.39
Stops [stops/h]73.16 28.75 62.30 32.19 91.71 106.22
Fuel consumption [US gal/h]1.50 0.57 2.15 1.09 3.11 5.45
CO [g/h]104.68 39.76 150.23 76.25 217.66 381.26
NOx [g/h]20.37 7.74 29.23 14.83 42.35 74.18
VOC [g/h]24.26 9.22 34.82 17.67 50.45 88.36
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]52.33 52.33 52.33
I_p,int, Pedestrian LOS Score for Intersectio 2.017 2.918 2.999
Crosswalk LOS B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]459 1152 1300
d_b, Bicycle Delay [s]36.21 10.95 7.47
I_b,int, Bicycle LOS Score for Intersection 1.560 1.854 2.278
Bicycle LOS A A B
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------321Ring 1
Sequence
6
9/3/2024
EPD Solutions, Inc.
Scenario 3: 3 2026 without Project AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
Turning Movement Volume: Summary
9/3/2024Report File: C:\...\2026 Without Project AM.pdf
Scenario 3 2026 without Project AMVistro File: C:\...\24-068 Baseline Residential Fontana-
Queueing Analysis - defacto_RT.vistro
Baseline Residential Fontana
1747
Total
Volume
1133
Thru
66
Left
Westbound
10
Right
457
Thru
Eastbound
24
Right
57
Left
Northbound
Baseline Ave and Orlando Dr1
Intersection NameID
7
9/3/2024
EPD Solutions, Inc.
Scenario 3: 3 2026 without Project AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
Intersection Analysis Summary
9/3/2024Report File: C:\...\2026 Without Project PM.pdf
Scenario 4 2026 without Project PMVistro File: C:\...\24-068 Baseline Residential Fontana-
Queueing Analysis - defacto_RT.vistro
Baseline Residential Fontana
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.
A9.60.254NB LeftHCM 7th
EditionSignalizedBaseline Ave and Orlando Dr1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
1
9/3/2024
EPD Solutions, Inc.
Scenario 4: 4 2026 without Project PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
0.254Volume to Capacity (v/c):
ALevel Of Service:
9.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Baseline Ave and Orlando Dr
Intersection Level Of Service Report
YesYesYesCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
45.0045.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00160.00100.00100.0025.00100.00Entry Pocket Length [ft]
010010No. of Lanes in Entry Pocket
12.0012.0012.0012.0020.0020.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Name
Intersection Setup
2
9/3/2024
EPD Solutions, Inc.
Scenario 4: 4 2026 without Project PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
60747219732530Total Analysis Volume [veh/h]
15212524368Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96500.96500.98640.98640.55770.5577Peak Hour Factor
58645219601417Total Hourly Volume [veh/h]
000000Right Turn on Red 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]
1.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
56343209231316Base Volume Input [veh/h]
Name
Volumes
3
9/3/2024
EPD Solutions, Inc.
Scenario 4: 4 2026 without Project PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
2.51.52.52.50.03.0Vehicle Extension [s]
105101007Minimum Green [s]
-Lead---LeadLead / Lag
782652520152Split [s]
Phasing & Timing: Pattern 1
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Advanced Detector Length [ft]
0.00.00.00.00.00.0Advanced Detector Location [ft]
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
4.74.04.74.70.04.0l2, Clearance Lost Time [s]
2.02.02.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
16099025Pedestrian Clearance [s]
505505Walk [s]
2.02.02.02.00.02.0All red [s]
4.74.04.74.70.04.0Amber [s]
712045450146Maximum Green [s]
Auxiliary Signal Groups
612203Signal Group
PermissiveProtectedPermissivePermissiveSplitSplitControl Type
Phasing & Timing (Basic)
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
42.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
Pattern 1Active Pattern
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4
9/3/2024
EPD Solutions, Inc.
Scenario 4: 4 2026 without Project PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
20.87133.49115.46113.2873.4588.0695th-Percentile Queue Length [ft/ln]
0.835.344.624.532.943.5295th-Percentile Queue Length [veh/ln]
11.6074.1664.1562.9340.8148.9250th-Percentile Queue Length [ft/ln]
0.462.972.572.521.631.9650th-Percentile Queue Length [veh/ln]
NoYesNoYesNoYesCritical Lane Group
AFAAFFLane Group LOS
1.04119.883.513.36120.43121.01d, Delay for Lane Group [s/veh]
0.140.810.230.240.560.60X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.079.780.390.2110.4110.85d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.040.500.500.110.11k, delay calibration
0.97110.093.123.15110.03110.16d1, Uniform Delay [s]
419358141927324550c, Capacity [veh/h]
458416031664320414881667s, saturation flow rate [veh/h]
0.130.030.200.210.020.02(v / s)_i Volume / Saturation Flow Rate
0.910.040.850.850.030.03g / C, Green / Cycle
210819619677g_i, Effective Green Time [s]
4.704.004.704.704.004.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
6.706.006.706.706.006.00L, Total Lost Time per Cycle [s]
230230230230230230C, Calculated Cycle Length [s]
CLCCRLLane Group
Lane Group Calculations
5
9/3/2024
EPD Solutions, Inc.
Scenario 4: 4 2026 without Project PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]121.01 120.43 3.41 3.51 119.88 1.04
Movement LOS F F A A F A
d_A, Approach Delay [s/veh]120.75 3.41 9.58
Approach LOS F A A
d_I, Intersection Delay [s/veh]9.57
Intersection LOS A
Intersection V/C 0.254
Emissions
Vehicle Miles Traveled [mph]1.14 0.95 56.49 28.24 3.90 50.33
Stops [stops/h]30.63 25.55 78.80 40.16 46.43 21.78
Fuel consumption [US gal/h]0.95 0.79 3.37 1.70 1.86 2.12
CO [g/h]66.73 55.41 235.53 119.11 129.82 148.47
NOx [g/h]12.98 10.78 45.83 23.17 25.26 28.89
VOC [g/h]15.46 12.84 54.59 27.61 30.09 34.41
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]106.18 106.18 106.18
I_p,int, Pedestrian LOS Score for Intersectio 2.025 2.895 2.983
Crosswalk LOS B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]487 394 620
d_b, Bicycle Delay [s]65.82 74.16 54.75
I_b,int, Bicycle LOS Score for Intersection 1.560 2.106 1.919
Bicycle LOS A B A
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------321Ring 1
Sequence
6
9/3/2024
EPD Solutions, Inc.
Scenario 4: 4 2026 without Project PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
Turning Movement Volume: Summary
9/3/2024Report File: C:\...\2026 Without Project PM.pdf
Scenario 4 2026 without Project PMVistro File: C:\...\24-068 Baseline Residential Fontana-
Queueing Analysis - defacto_RT.vistro
Baseline Residential Fontana
1643
Total
Volume
586
Thru
45
Left
Westbound
21
Right
960
Thru
Eastbound
14
Right
17
Left
Northbound
Baseline Ave and Orlando Dr1
Intersection NameID
7
9/3/2024
EPD Solutions, Inc.
Scenario 4: 4 2026 without Project PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
Intersection Analysis Summary
9/3/2024Report File: C:\...\2026 With Project AM.pdf
Scenario 5 2026 with Project AMVistro File: C:\...\24-068 Baseline Residential Fontana-
Queueing Analysis - defacto_RT.vistro
Baseline Residential Fontana
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.
B11.80.322WB LeftHCM 7th
EditionSignalizedBaseline Ave and Orlando Dr1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
1
9/3/2024
EPD Solutions, Inc.
Scenario 5: 5 2026 with Project AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
0.322Volume to Capacity (v/c):
BLevel Of Service:
11.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Baseline Ave and Orlando Dr
Intersection Level Of Service Report
YesYesYesCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
45.0045.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00160.00100.00100.0025.00100.00Entry Pocket Length [ft]
010010No. of Lanes in Entry Pocket
12.0012.0012.0012.0020.0020.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Name
Intersection Setup
2
9/3/2024
EPD Solutions, Inc.
Scenario 5: 5 2026 with Project AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
123574165243287Total Analysis Volume [veh/h]
309194131822Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91720.91720.87210.87210.78000.7800Peak Hour Factor
113368144572568Total Hourly Volume [veh/h]
000000Right Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0240111Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
108963104392355Base Volume Input [veh/h]
Name
Volumes
3
9/3/2024
EPD Solutions, Inc.
Scenario 5: 5 2026 with Project AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
2.51.52.52.50.03.0Vehicle Extension [s]
105101007Minimum Green [s]
-Lead---LeadLead / Lag
8697777034Split [s]
Phasing & Timing: Pattern 1
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Advanced Detector Length [ft]
0.00.00.00.00.00.0Advanced Detector Location [ft]
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
4.74.04.74.70.04.0l2, Clearance Lost Time [s]
2.02.02.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
16099025Pedestrian Clearance [s]
505505Walk [s]
2.02.02.02.00.02.0All red [s]
4.74.04.74.70.04.0Amber [s]
712045450146Maximum Green [s]
Auxiliary Signal Groups
612203Signal Group
PermissiveProtectedPermissivePermissiveSplitSplitControl Type
Phasing & Timing (Basic)
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
76.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
Pattern 1Active Pattern
120Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4
9/3/2024
EPD Solutions, Inc.
Scenario 5: 5 2026 with Project AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
61.76149.2252.4750.8144.39132.2395th-Percentile Queue Length [ft/ln]
2.475.972.102.031.785.2995th-Percentile Queue Length [veh/ln]
34.3182.9029.1528.2324.6673.4650th-Percentile Queue Length [ft/ln]
1.373.321.171.130.992.9450th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesCritical Lane Group
AFAAEELane Group LOS
2.74132.205.004.9155.7265.33d, Delay for Lane Group [s/veh]
0.331.130.150.150.310.75X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.2373.690.250.141.709.56d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.040.500.500.110.11k, delay calibration
2.5158.514.754.7754.0255.77d1, Uniform Delay [s]
37906512212360103115c, Capacity [veh/h]
458416031657320414881667s, saturation flow rate [veh/h]
0.270.050.110.110.020.05(v / s)_i Volume / Saturation Flow Rate
0.830.040.740.740.070.07g / C, Green / Cycle
1015909088g_i, Effective Green Time [s]
4.704.004.704.704.004.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
6.706.006.706.706.006.00L, Total Lost Time per Cycle [s]
122122122122122122C, Calculated Cycle Length [s]
CLCCRLLane Group
Lane Group Calculations
5
9/3/2024
EPD Solutions, Inc.
Scenario 5: 5 2026 with Project AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]65.33 55.72 4.94 5.00 132.20 2.74
Movement LOS E E A A F A
d_A, Approach Delay [s/veh]62.74 4.94 10.06
Approach LOS E A B
d_I, Intersection Delay [s/veh]11.84
Intersection LOS B
Intersection V/C 0.322
Emissions
Vehicle Miles Traveled [mph]3.33 1.23 30.69 15.34 6.14 102.39
Stops [stops/h]86.71 29.11 66.63 34.41 97.85 121.49
Fuel consumption [US gal/h]1.77 0.57 2.24 1.14 3.42 5.71
CO [g/h]123.91 40.13 156.56 79.48 238.87 399.04
NOx [g/h]24.11 7.81 30.46 15.46 46.48 77.64
VOC [g/h]28.72 9.30 36.28 18.42 55.36 92.48
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]52.33 52.33 52.33
I_p,int, Pedestrian LOS Score for Intersectio 2.024 2.923 3.000
Crosswalk LOS B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]459 1152 1300
d_b, Bicycle Delay [s]36.21 10.95 7.47
I_b,int, Bicycle LOS Score for Intersection 1.560 1.857 2.280
Bicycle LOS A A B
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------321Ring 1
Sequence
6
9/3/2024
EPD Solutions, Inc.
Scenario 5: 5 2026 with Project AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
Turning Movement Volume: Summary
9/3/2024Report File: C:\...\2026 With Project AM.pdf
Scenario 5 2026 with Project AMVistro File: C:\...\24-068 Baseline Residential Fontana-
Queueing Analysis - defacto_RT.vistro
Baseline Residential Fontana
1765
Total
Volume
1133
Thru
68
Left
Westbound
14
Right
457
Thru
Eastbound
25
Right
68
Left
Northbound
Baseline Ave and Orlando Dr1
Intersection NameID
7
9/3/2024
EPD Solutions, Inc.
Scenario 5: 5 2026 with Project AM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
Intersection Analysis Summary
9/3/2024Report File: C:\...\2026 With Project PM.pdf
Scenario 6 2026 with Project PMVistro File: C:\...\24-068 Baseline Residential Fontana-
Queueing Analysis - defacto_RT.vistro
Baseline Residential Fontana
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.
B11.10.268NB LeftHCM 7th
EditionSignalizedBaseline Ave and Orlando Dr1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
1
9/3/2024
EPD Solutions, Inc.
Scenario 6: 6 2026 with Project PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
0.268Volume to Capacity (v/c):
BLevel Of Service:
11.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Baseline Ave and Orlando Dr
Intersection Level Of Service Report
YesYesYesCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
45.0045.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00160.00100.00100.0025.00100.00Entry Pocket Length [ft]
010010No. of Lanes in Entry Pocket
12.0012.0012.0012.0020.0020.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Name
Intersection Setup
2
9/3/2024
EPD Solutions, Inc.
Scenario 6: 6 2026 with Project PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
60752339732743Total Analysis Volume [veh/h]
152138243711Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96500.96500.98640.98640.55770.5577Peak Hour Factor
58650339601524Total Hourly Volume [veh/h]
000000Right Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0512017Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
56343209231316Base Volume Input [veh/h]
Name
Volumes
3
9/3/2024
EPD Solutions, Inc.
Scenario 6: 6 2026 with Project PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
2.51.52.52.50.03.0Vehicle Extension [s]
105101007Minimum Green [s]
-Lead---LeadLead / Lag
782652520152Split [s]
Phasing & Timing: Pattern 1
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Advanced Detector Length [ft]
0.00.00.00.00.00.0Advanced Detector Location [ft]
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
4.74.04.74.70.04.0l2, Clearance Lost Time [s]
2.02.02.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
16099025Pedestrian Clearance [s]
505505Walk [s]
2.02.02.02.00.02.0All red [s]
4.74.04.74.70.04.0Amber [s]
712045450146Maximum Green [s]
Auxiliary Signal Groups
612203Signal Group
PermissiveProtectedPermissivePermissiveSplitSplitControl Type
Phasing & Timing (Basic)
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
42.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
Pattern 1Active Pattern
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4
9/3/2024
EPD Solutions, Inc.
Scenario 6: 6 2026 with Project PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
24.23147.20127.78125.3977.78128.6795th-Percentile Queue Length [ft/ln]
0.975.895.115.023.115.1595th-Percentile Queue Length [veh/ln]
13.4681.7870.9969.6643.2171.4850th-Percentile Queue Length [ft/ln]
0.543.272.842.791.732.8650th-Percentile Queue Length [veh/ln]
NoYesNoYesNoYesCritical Lane Group
AFAAFFLane Group LOS
1.15119.013.913.75116.79126.23d, Delay for Lane Group [s/veh]
0.150.820.240.250.520.74X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.079.360.410.227.7316.31d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.040.500.500.110.11k, delay calibration
1.08109.653.503.53109.06109.92d1, Uniform Delay [s]
417163139627055258c, Capacity [veh/h]
458416031654320414881667s, saturation flow rate [veh/h]
0.130.030.200.210.020.03(v / s)_i Volume / Saturation Flow Rate
0.910.040.840.840.030.03g / C, Green / Cycle
209919419488g_i, Effective Green Time [s]
4.704.004.704.704.004.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
6.706.006.706.706.006.00L, Total Lost Time per Cycle [s]
230230230230230230C, Calculated Cycle Length [s]
CLCCRLLane Group
Lane Group Calculations
5
9/3/2024
EPD Solutions, Inc.
Scenario 6: 6 2026 with Project PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]126.23 116.79 3.80 3.91 119.01 1.15
Movement LOS F F A A F A
d_A, Approach Delay [s/veh]122.59 3.81 10.45
Approach LOS F A B
d_I, Intersection Delay [s/veh]11.12
Intersection LOS B
Intersection V/C 0.268
Emissions
Vehicle Miles Traveled [mph]1.63 1.02 57.17 28.59 4.31 50.33
Stops [stops/h]44.75 27.05 87.23 44.45 51.20 25.28
Fuel consumption [US gal/h]1.42 0.83 3.56 1.80 2.04 2.18
CO [g/h]99.16 58.24 248.59 125.78 142.84 152.51
NOx [g/h]19.29 11.33 48.37 24.47 27.79 29.67
VOC [g/h]22.98 13.50 57.61 29.15 33.10 35.35
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]106.18 106.18 106.18
I_p,int, Pedestrian LOS Score for Intersectio 2.035 2.901 2.985
Crosswalk LOS B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]487 394 620
d_b, Bicycle Delay [s]65.82 74.16 54.75
I_b,int, Bicycle LOS Score for Intersection 1.560 2.113 1.922
Bicycle LOS A B A
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------321Ring 1
Sequence
6
9/3/2024
EPD Solutions, Inc.
Scenario 6: 6 2026 with Project PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
Turning Movement Volume: Summary
9/3/2024Report File: C:\...\2026 With Project PM.pdf
Scenario 6 2026 with Project PMVistro File: C:\...\24-068 Baseline Residential Fontana-
Queueing Analysis - defacto_RT.vistro
Baseline Residential Fontana
1668
Total
Volume
586
Thru
50
Left
Westbound
33
Right
960
Thru
Eastbound
15
Right
24
Left
Northbound
Baseline Ave and Orlando Dr1
Intersection NameID
7
9/3/2024
EPD Solutions, Inc.
Scenario 6: 6 2026 with Project PM
Baseline Residential Fontana
Version 2024 (SP 0-3)
Generated with
Intersection Analysis Summary
9/3/2024Report File: C:\...\2026 With Project AM-OPT.pdf
Scenario 6 2026 with Project PMVistro File: C:\...\24-068 Baseline Residential Fontana-
Queueing Analysis - defacto_RT-OPT.vistro
Baseline Residential Fontana-OPT
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.
A7.50.268WB LeftHCM 7th
EditionSignalizedBaseline Ave and Orlando Dr1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
1
9/3/2024
EPD Solutions, Inc.
Scenario 6: 6 2026 with Project PM
Baseline Residential Fontana-OPT
Version 2024 (SP 0-3)
Generated with
0.268Volume to Capacity (v/c):
ALevel Of Service:
7.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Baseline Ave and Orlando Dr
Intersection Level Of Service Report
YesYesYesCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
45.0045.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00160.00100.00100.0025.00100.00Entry Pocket Length [ft]
010010No. of Lanes in Entry Pocket
12.0012.0012.0012.0020.0020.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Name
Intersection Setup
2
9/3/2024
EPD Solutions, Inc.
Scenario 6: 6 2026 with Project PM
Baseline Residential Fontana-OPT
Version 2024 (SP 0-3)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
60752339732743Total Analysis Volume [veh/h]
152138243711Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96500.96500.98640.98640.55770.5577Peak Hour Factor
58650339601524Total Hourly Volume [veh/h]
000000Right Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0512017Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
56343209231316Base Volume Input [veh/h]
Name
Volumes
3
9/3/2024
EPD Solutions, Inc.
Scenario 6: 6 2026 with Project PM
Baseline Residential Fontana-OPT
Version 2024 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
2.51.52.52.50.03.0Vehicle Extension [s]
105101007Minimum Green [s]
-Lead---LeadLead / Lag
44232121036Split [s]
Phasing & Timing: Pattern 1
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Advanced Detector Length [ft]
0.00.00.00.00.00.0Advanced Detector Location [ft]
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
4.74.04.74.70.04.0l2, Clearance Lost Time [s]
2.02.02.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
16099025Pedestrian Clearance [s]
505505Walk [s]
2.02.02.02.00.02.0All red [s]
4.74.04.74.70.04.0Amber [s]
712045450146Maximum Green [s]
Auxiliary Signal Groups
612203Signal Group
PermissiveProtectedPermissivePermissiveSplitSplitControl Type
Phasing & Timing (Basic)
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
42.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
Pattern 1Active Pattern
80Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4
9/3/2024
EPD Solutions, Inc.
Scenario 6: 6 2026 with Project PM
Baseline Residential Fontana-OPT
Version 2024 (SP 0-3)
Generated with
17.4047.8488.3984.2323.7038.1495th-Percentile Queue Length [ft/ln]
0.701.913.543.370.951.5395th-Percentile Queue Length [veh/ln]
9.6726.5849.1046.7913.1721.1950th-Percentile Queue Length [ft/ln]
0.391.061.961.870.530.8550th-Percentile Queue Length [veh/ln]
NoYesNoYesNoYesCritical Lane Group
ADAADDLane Group LOS
2.5243.606.816.5136.5137.41d, Delay for Lane Group [s/veh]
0.170.750.310.320.260.37X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.115.780.750.411.291.92d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.040.500.500.110.11k, delay calibration
2.4237.826.066.1135.2235.49d1, Uniform Delay [s]
35357010792091104117c, Capacity [veh/h]
458416031654320414881667s, saturation flow rate [veh/h]
0.130.030.200.210.020.03(v / s)_i Volume / Saturation Flow Rate
0.770.040.650.650.070.07g / C, Green / Cycle
623525266g_i, Effective Green Time [s]
4.704.004.704.704.004.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
6.706.006.706.706.006.00L, Total Lost Time per Cycle [s]
808080808080C, Calculated Cycle Length [s]
CLCCRLLane Group
Lane Group Calculations
5
9/3/2024
EPD Solutions, Inc.
Scenario 6: 6 2026 with Project PM
Baseline Residential Fontana-OPT
Version 2024 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]37.41 36.51 6.60 6.81 43.60 2.52
Movement LOS D D A A D A
d_A, Approach Delay [s/veh]37.06 6.61 5.76
Approach LOS D A A
d_I, Intersection Delay [s/veh]7.52
Intersection LOS A
Intersection V/C 0.268
Emissions
Vehicle Miles Traveled [mph]1.63 1.02 57.17 28.59 4.31 50.33
Stops [stops/h]38.14 23.70 168.46 88.39 47.84 52.20
Fuel consumption [US gal/h]0.61 0.37 4.94 2.54 1.20 2.69
CO [g/h]42.30 26.12 345.54 177.78 84.16 187.74
NOx [g/h]8.23 5.08 67.23 34.59 16.37 36.53
VOC [g/h]9.80 6.05 80.08 41.20 19.50 43.51
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]31.51 31.51 31.51
I_p,int, Pedestrian LOS Score for Intersectio 1.986 2.852 2.936
Crosswalk LOS A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]750 358 933
d_b, Bicycle Delay [s]15.63 26.98 11.40
I_b,int, Bicycle LOS Score for Intersection 1.560 2.113 1.922
Bicycle LOS A B A
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------321Ring 1
Sequence
6
9/3/2024
EPD Solutions, Inc.
Scenario 6: 6 2026 with Project PM
Baseline Residential Fontana-OPT
Version 2024 (SP 0-3)
Generated with
Turning Movement Volume: Summary
9/3/2024Report File: C:\...\2026 With Project AM-OPT.pdf
Scenario 6 2026 with Project PMVistro File: C:\...\24-068 Baseline Residential Fontana-
Queueing Analysis - defacto_RT-OPT.vistro
Baseline Residential Fontana-OPT
1668
Total
Volume
586
Thru
50
Left
Westbound
33
Right
960
Thru
Eastbound
15
Right
24
Left
Northbound
Baseline Ave and Orlando Dr1
Intersection NameID
7
9/3/2024
EPD Solutions, Inc.
Scenario 6: 6 2026 with Project PM
Baseline Residential Fontana-OPT
Version 2024 (SP 0-3)
Generated with
Intersection Analysis Summary
9/3/2024Report File: C:\...\2026 With Project PM-OPT.pdf
Scenario 5 2026 with Project AMVistro File: C:\...\24-068 Baseline Residential Fontana-
Queueing Analysis - defacto_RT-OPT.vistro
Baseline Residential Fontana-OPT
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.
A7.80.322WB LeftHCM 7th
EditionSignalizedBaseline Ave and Orlando Dr1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
1
9/3/2024
EPD Solutions, Inc.
Scenario 5: 5 2026 with Project AM
Baseline Residential Fontana-OPT
Version 2024 (SP 0-3)
Generated with
0.322Volume to Capacity (v/c):
ALevel Of Service:
7.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 1: Baseline Ave and Orlando Dr
Intersection Level Of Service Report
YesYesYesCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
45.0045.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00160.00100.00100.0025.00100.00Entry Pocket Length [ft]
010010No. of Lanes in Entry Pocket
12.0012.0012.0012.0020.0020.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Name
Intersection Setup
2
9/3/2024
EPD Solutions, Inc.
Scenario 5: 5 2026 with Project AM
Baseline Residential Fontana-OPT
Version 2024 (SP 0-3)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
123574165243287Total Analysis Volume [veh/h]
309194131822Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.91720.91720.87210.87210.78000.7800Peak Hour Factor
113368144572568Total Hourly Volume [veh/h]
000000Right Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0240111Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
108963104392355Base Volume Input [veh/h]
Name
Volumes
3
9/3/2024
EPD Solutions, Inc.
Scenario 5: 5 2026 with Project AM
Baseline Residential Fontana-OPT
Version 2024 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
2.51.52.52.50.03.0Vehicle Extension [s]
105101007Minimum Green [s]
-Lead---LeadLead / Lag
34132121036Split [s]
Phasing & Timing: Pattern 1
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Advanced Detector Length [ft]
0.00.00.00.00.00.0Advanced Detector Location [ft]
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
4.74.04.74.70.04.0l2, Clearance Lost Time [s]
2.02.02.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
16099025Pedestrian Clearance [s]
505505Walk [s]
2.02.02.02.00.02.0All red [s]
4.74.04.74.70.04.0Amber [s]
712045450146Maximum Green [s]
Auxiliary Signal Groups
612203Signal Group
PermissiveProtectedPermissivePermissiveSplitSplitControl Type
Phasing & Timing (Basic)
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
76.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
Pattern 1Active Pattern
70Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
4
9/3/2024
EPD Solutions, Inc.
Scenario 5: 5 2026 with Project AM
Baseline Residential Fontana-OPT
Version 2024 (SP 0-3)
Generated with
48.2258.8546.0043.7123.2667.4795th-Percentile Queue Length [ft/ln]
1.932.351.841.750.932.7095th-Percentile Queue Length [veh/ln]
26.7932.7025.5524.2912.9237.4850th-Percentile Queue Length [ft/ln]
1.071.311.020.970.521.5050th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesCritical Lane Group
ADAACCLane Group LOS
3.8839.037.207.0330.4033.82d, Delay for Lane Group [s/veh]
0.370.810.190.190.240.57X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.326.390.420.230.883.34d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.040.500.500.110.11k, delay calibration
3.5732.646.776.8029.5330.48d1, Uniform Delay [s]
3334919691873136152c, Capacity [veh/h]
458416031657320414881667s, saturation flow rate [veh/h]
0.270.050.110.110.020.05(v / s)_i Volume / Saturation Flow Rate
0.730.060.590.590.090.09g / C, Green / Cycle
514414166g_i, Effective Green Time [s]
4.704.004.704.704.004.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
6.706.006.706.706.006.00L, Total Lost Time per Cycle [s]
707070707070C, Calculated Cycle Length [s]
CLCCRLLane Group
Lane Group Calculations
5
9/3/2024
EPD Solutions, Inc.
Scenario 5: 5 2026 with Project AM
Baseline Residential Fontana-OPT
Version 2024 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]33.82 30.40 7.08 7.20 39.03 3.88
Movement LOS C C A A D A
d_A, Approach Delay [s/veh]32.90 7.09 5.87
Approach LOS C A A
d_I, Intersection Delay [s/veh]7.84
Intersection LOS A
Intersection V/C 0.322
Emissions
Vehicle Miles Traveled [mph]3.33 1.23 30.69 15.34 6.14 102.39
Stops [stops/h]77.11 26.59 99.92 52.57 67.26 165.31
Fuel consumption [US gal/h]1.16 0.40 2.81 1.44 1.63 6.54
CO [g/h]81.22 27.64 196.38 100.89 114.24 457.25
NOx [g/h]15.80 5.38 38.21 19.63 22.23 88.96
VOC [g/h]18.82 6.41 45.51 23.38 26.48 105.97
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]26.58 26.58 26.58
I_p,int, Pedestrian LOS Score for Intersectio 1.997 2.896 2.972
Crosswalk LOS A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]857 409 780
d_b, Bicycle Delay [s]11.43 22.16 13.02
I_b,int, Bicycle LOS Score for Intersection 1.560 1.857 2.280
Bicycle LOS A A B
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
-------------321Ring 1
Sequence
6
9/3/2024
EPD Solutions, Inc.
Scenario 5: 5 2026 with Project AM
Baseline Residential Fontana-OPT
Version 2024 (SP 0-3)
Generated with
Turning Movement Volume: Summary
9/3/2024Report File: C:\...\2026 With Project PM-OPT.pdf
Scenario 5 2026 with Project AMVistro File: C:\...\24-068 Baseline Residential Fontana-
Queueing Analysis - defacto_RT-OPT.vistro
Baseline Residential Fontana-OPT
1765
Total
Volume
1133
Thru
68
Left
Westbound
14
Right
457
Thru
Eastbound
25
Right
68
Left
Northbound
Baseline Ave and Orlando Dr1
Intersection NameID
7
9/3/2024
EPD Solutions, Inc.
Scenario 5: 5 2026 with Project AM
Baseline Residential Fontana-OPT
Version 2024 (SP 0-3)
Generated with