Agenda packet — Yorba Linda City Council, February 3, 2026 (part 2 of 11)

DATE: LOCATION: Yorba Linda PROJECT #: SC5710
Wed, Oct 22, 25 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 1 X 1 1 3 X X 3 0 0 0 0 0
7:00 AM 0 0 0 3 0 3 1 69 0 0 153 6 235 0 0 0 0 0
7:15 AM 0 0 0 6 0 9 1 117 0 0 181 6 320 0 0 0 0 0
7:30 AM 0 0 0 8 0 11 3 129 0 0 225 6 382 0 0 1 0 1
7:45 AM 0 0 0 11 0 8 3 155 0 0 283 7 467 0 0 1 0 1
8:00 AM 0 0 0 8 0 8 0 188 0 0 250 7 461 0 0 0 0 0
8:15 AM 0 0 0 14 0 4 4 193 0 0 270 4 489 0 0 0 0 0
8:30 AM 0 0 0 4 0 7 1 247 0 0 318 4 581 0 0 2 0 2
8:45 AM 0 0 0 12 0 4 4 197 0 0 298 9 524 0 0 1 0 1
VOLUMES 0 0 0 66 0 54 17 1,295 0 0 1,978 49 3,464 0 0 5 0 5 APPROACH % 0% 0% 0% 55% 0% 45% 1% 98% 0% 0% 98% 2%
APP/DEPART 0 / 66 120 / 0 1,317 / 1,361 2,027 / 2,037 0

BEGIN PEAK HR
VOLUMES 0 0 0 38 0 23 9 825 0 0 1,136 24 2,058 0 0 3 0
APPROACH % 0% 0% 0% 62% 0% 38% 1% 99% 0% 0% 98% 2%
PEAK HR FACTOR 0.000 0.847 0.837 0.901 0.883
APP/DEPART 0 / 33 61 / 0 837 / 863 1,160 / 1,162 0
04:00 PM 0 0 0 9 0 3 3 307 0 0 208 5 535 0 0 0 0 0
4:15 PM 0 0 0 11 0 6 2 317 0 0 251 6 593 0 0 0 0 0
4:30 PM 0 0 0 6 0 2 4 325 0 0 220 13 570 0 0 0 0 0
4:45 PM 0 0 0 5 0 5 7 344 0 0 221 5 587 0 0 0 0 0
5:00 PM 0 0 0 5 0 4 7 343 0 0 226 9 594 0 0 1 0 1
5:15 PM 0 0 0 3 0 2 4 336 0 0 228 7 580 0 0 0 0 0
5:30 PM 0 0 0 7 0 5 6 352 0 0 226 7 603 0 0 0 0 0
5:45 PM 0 0 0 8 0 2 5 298 0 0 254 11 578 0 0 1 0 1
VOLUMES 0 0 0 54 0 29 38 2,622 0 0 1,834 63 4,642 0 0 2 0 2 APPROACH % 0% 0% 0% 65% 0% 35% 1% 98% 0% 0% 97% 3%
APP/DEPART 0 / 101 83 / 0 2,662 / 2,676 1,897 / 1,865 0

BEGIN PEAK HR
VOLUMES 0 0 0 20 0 16 24 1,375 0 0 901 28 2,365 0 0 1 0 APPROACH % 0% 0% 0% 56% 0% 44% 2% 98% 0% 0% 97% 3%
PEAK HR FACTOR 0.000 0.750 0.978 0.988 0.981
APP/DEPART 0 / 52 36 / 0 1,400 / 1,395 929 / 918 0
Palm Ave

NORTH LEG
Yorba Linda Blvd WEST LEG EAST LEG Yorba Linda Blvd

SOUTH LEG
Palm Ave

E LEG W LEG S LEG N LEG TOTAL E LEG W LEG S LEG N LEG TOTAL EL WL SL NL TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1
7:45 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1
8:00 AM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0
8:15 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 2 2 0 0 0 1 1 0 0 0 1 1
TOTAL 0 1 0 5 6 0 1 0 2 3 0 0 0 3 3
4:00 PM 0 0 0 2 2 0 0 0 1 1 0 0 0 1 1
4:15 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1
5:00 PM 0 0 0 2 2 0 0 0 1 1 0 0 0 1 1
5:15 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0
5:30 PM 0 0 0 5 5 0 0 0 0 0 0 0 0 5 5
5:45 PM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2
TOTAL 0 2 0 12 14 0 0 0 3 3 0 2 0 9 11

BICYCLE & SCOOTER CROSSINGS
AM

PEDESTRIAN CROSSINGS
PM AM
8:00 AM
PM
4:45 PM
ALL PED + BIKE & SCOOTER

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Palm Ave
Yorba Linda Blvd

U-TURNS
Palm Ave Palm Ave Yorba Linda Blvd Yorba Linda Blvd
1

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19081 Yorba Linda Boulevard Residential Project
Traffic Impact Analysis
APPENDIX C – LEVEL OF SERVICE CALCULATIONS

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Intersection Analysis Summary
Report File: C:\...\Existing AM.pdf 10/25/2025
Vistro File: C:\...\25-062 10.24.2025.vistro Scenario 1 Existing AM 25-062 Yorba Linda Housing Elements
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. 44 Palm Ave/Yorba Linda Blvd Signalized ICU 1 WB Thru 0.285 - A WB Thru 0.013 0.0 A
HCM 7th
Edition Two-way stop Project Driveway/Yorba LindaBlvd 33 2 S Ohio St/Yorba Linda Blvd Signalized ICU 1 WB Thru 0.344 - A 1 Ohio St/Yorba Linda Blvd Signalized ICU 1 WB Right 0.318 - A ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 25-062 Yorba Linda Housing Elements 1
EPD Solutions Scenario 1: 1 Existing AM
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Volume to Capacity (v/c): 0.318
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.0 100.0 100.0 50.00 200.0 100.0 100.0 100.0 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 1 0 0 0 0 0 0 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right U-tu Left Thru Right U-tu Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 0 4 0 24 1 38 2 12 890 0 0 1450 21 Total 15-Minute Volume [veh/h] 0 0 1 0 6 0 10 1 3 223 0 0 363 5 Other Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Peak Hour Factor 0.2500 0.2500 0.2500 1.000 0.910 0.910 0.910 0.920 0.920 0.920 1.000 1.0000 0.9000 0.9000 Total Hourly Volume [veh/h] 0 0 1 0 22 1 35 2 11 819 0 0 1305 19 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 1 0 22 1 35 2 11 819 0 0 1305 19 Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 2
EPD Solutions Scenario 1: 1 Existing AM
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Intersection V/C 0.318
Intersection LOS A
V/C, Movement V/C Ratio 0.00 0.00 0.00 0.00 0.01 0.01 0.02 0.00 0.01 0.17 0.00 0.00 0.29 0.29 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 0 2 0 0 3 8 0 0 4 0
Control Type Permiss Permiss Permiss Permi Permi Permi Permi Permi Prote Permi Permi Permiss Permiss Permiss Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 80
Intersection Settings
25-062 Yorba Linda Housing Elements 3
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Volume to Capacity (v/c): 0.344
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 2: S Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 90.00 100.00 100.00 205.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Thru Right U-turn Left Thru Lane Configuration
Approach Northbound Eastbound Westbound
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 107 29 886 43 2 21 1434
Total 15-Minute Volume [veh/h] 27 7 221 11 1 5 359
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7300 0.7300 0.9100 0.9100 0.8700 0.8700 0.8700 Total Hourly Volume [veh/h] 78 21 806 39 2 18 1248
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 78 21 806 39 2 18 1248
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 4
EPD Solutions Scenario 1: 1 Existing AM
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Intersection V/C 0.344
Intersection LOS A
V/C, Movement V/C Ratio 0.06 0.02 0.18 0.18 0.00 0.01 0.28 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - Lead -
Auxiliary Signal Groups
Signal Group 3 0 2 0 0 1 6
Control Type Permissive Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 60
Intersection Settings
25-062 Yorba Linda Housing Elements 5
EPD Solutions Scenario 1: 1 Existing AM
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Volume to Capacity (v/c): 0.013
Level Of Service: A
Delay (sec / veh): 0.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 33: Project Driveway/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 0 0 829 1270 0
Total 15-Minute Volume [veh/h] 0 0 0 207 318 0
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 0.2900 Total Hourly Volume [veh/h] 0 0 0 829 1270 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 829 1270 0
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Volumes
25-062 Yorba Linda Housing Elements 6
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Intersection LOS A
d_I, Intersection Delay [s/veh] 0.00
Approach LOS B A A
d_A, Approach Delay [s/veh] 14.97 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 0.00 Movement LOS B A A A
d_M, Delay for Movement [s/veh] 0.00 14.97 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.00 0.00 0.01 0.01 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane
Priority Scheme Stop Free Free
Intersection Settings
25-062 Yorba Linda Housing Elements 7
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Volume to Capacity (v/c): 0.285
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 44: Palm Ave/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 200.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right U-turn Left Thru Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 45 27 4 11 986 1261 27
Total 15-Minute Volume [veh/h] 11 7 1 3 246 315 7
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8472 0.8472 0.8370 0.8370 0.8370 0.9006 0.9006 Total Hourly Volume [veh/h] 38 23 3 9 825 1136 24
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 38 23 3 9 825 1136 24
Name Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 8
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Intersection V/C 0.285
Intersection LOS A
V/C, Movement V/C Ratio 0.03 0.02 0.00 0.01 0.19 0.25 0.25 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - - -
Auxiliary Signal Groups
Signal Group 7 0 0 0 2 6 0
Control Type Permissive Permissive Permissive Permissive Permissive Permissive Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 80
Intersection Settings
25-062 Yorba Linda Housing Elements 9
EPD Solutions Scenario 1: 1 Existing AM
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Turning Movement Volume: Summary
Report File: C:\...\Existing AM.pdf 10/25/2025
Vistro File: C:\...\25-062 10.24.2025.vistro Scenario 1 Existing AM 25-062 Yorba Linda Housing Elements
2058
Total
Volume
24 Right
1136
Thru
Westbound
825
Thru
9 Left
3 U-T
Eastbound
23 Right
38 Left
Southbound
44 Palm Ave/Yorba Linda Blvd
ID Intersection Name
2099
Total
Volume
0 Right
1270
Thru
Westbound
829
Thru
Eastbound
0 Right
Southbound
Project Driveway/Yorba Linda
Blvd 33
ID Intersection Name
2212
Total
Volume
1248
Thru
18 Left
2 U-T
Westbound
39 Right
806
Thru
Eastbound
21 Right
78 Left
Northbound
2 S Ohio St/Yorba Linda Blvd
ID Intersection Name
2215
Total
Volume
19 Right
1305
Thru
Westbound
819
Thru
11 Left
2 U-T
Eastbound
35 Right
1 Thru
22 Left
0 U-T
Southbound
1 Right
0 Thru
0 Left
Northbound
1 Ohio St/Yorba Linda Blvd
ID Intersection Name
25-062 Yorba Linda Housing Elements 10
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Intersection Analysis Summary
Report File: C:\...\Existing PM.pdf 10/25/2025
Vistro File: C:\...\25-062 10.24.2025.vistro Scenario 2 Existing PM 25-062 Yorba Linda Housing Elements
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. 44 Palm Ave/Yorba Linda Blvd Signalized ICU 1 EB Thru 0.292 - A EB Thru 0.014 0.0 A
HCM 7th
Edition Two-way stop Project Driveway/Yorba LindaBlvd 33 2 S Ohio St/Yorba Linda Blvd Signalized ICU 1 EB Thru 0.343 - A 1 Ohio St/Yorba Linda Blvd Signalized ICU 1 EB Thru 0.308 - A ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 25-062 Yorba Linda Housing Elements 1
EPD Solutions Scenario 2: 2 Existing PM
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Volume to Capacity (v/c): 0.308
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.0 100.0 100.0 50.00 200.0 100.0 100.0 100.0 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 1 0 0 0 0 0 0 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right U-tu Left Thru Right U-tu Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 4 0 0 0 26 0 30 0 18 1471 0 0 1124 28 Total 15-Minute Volume [veh/h] 1 0 0 0 6 0 7 0 4 368 0 0 281 7 Other Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Peak Hour Factor 0.2500 0.2500 0.2500 1.000 0.770 0.770 0.770 0.970 0.970 0.970 1.000 1.0000 0.9200 0.9200 Total Hourly Volume [veh/h] 1 0 0 0 20 0 23 0 17 1427 0 0 1034 26 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 1 0 0 0 20 0 23 0 17 1427 0 0 1034 26 Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 2
EPD Solutions Scenario 2: 2 Existing PM
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Intersection V/C 0.308
Intersection LOS A
V/C, Movement V/C Ratio 0.00 0.00 0.00 0.00 0.02 0.00 0.02 0.00 0.01 0.29 0.00 0.00 0.23 0.23 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 0 2 0 0 3 8 0 0 4 0
Control Type Permiss Permiss Permiss Permi Permi Permi Permi Permi Prote Permi Permi Permiss Permiss Permiss Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 95
Intersection Settings
25-062 Yorba Linda Housing Elements 3
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Volume to Capacity (v/c): 0.343
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 2: S Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 90.00 100.00 100.00 205.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Thru Right U-turn Left Thru Lane Configuration
Approach Northbound Eastbound Westbound
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 69 27 1452 54 2 12 1107
Total 15-Minute Volume [veh/h] 17 7 363 14 1 3 277
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.6700 0.6700 0.9600 0.9600 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 46 18 1394 52 2 11 1018
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 46 18 1394 52 2 11 1018
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Volumes
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Intersection V/C 0.343
Intersection LOS A
V/C, Movement V/C Ratio 0.04 0.02 0.30 0.30 0.00 0.01 0.22 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - Lead -
Auxiliary Signal Groups
Signal Group 3 0 2 0 0 1 6
Control Type Permissive Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 60
Intersection Settings
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Volume to Capacity (v/c): 0.014
Level Of Service: A
Delay (sec / veh): 0.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 33: Project Driveway/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 0 0 1419 1118 0
Total 15-Minute Volume [veh/h] 0 0 0 355 280 0
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 0 0 1419 1118 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 1419 1118 0
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Volumes
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Intersection LOS A
d_I, Intersection Delay [s/veh] 0.00
Approach LOS B A A
d_A, Approach Delay [s/veh] 13.90 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 0.00 Movement LOS B A A A
d_M, Delay for Movement [s/veh] 0.00 13.90 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.00 0.00 0.01 0.01 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane
Priority Scheme Stop Free Free
Intersection Settings
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Volume to Capacity (v/c): 0.292
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 44: Palm Ave/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 200.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right U-turn Left Thru Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 27 21 1 25 1406 912 28
Total 15-Minute Volume [veh/h] 7 5 0 6 352 228 7
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7500 0.7500 0.9777 0.9777 0.9777 0.9883 0.9883 Total Hourly Volume [veh/h] 20 16 1 24 1375 901 28
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 20 16 1 24 1375 901 28
Name Yorba Linda Blvd
Volumes
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Intersection V/C 0.292
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.01 0.00 0.01 0.28 0.18 0.18 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - - -
Auxiliary Signal Groups
Signal Group 7 0 0 0 2 6 0
Control Type Permissive Permissive Permissive Permissive Permissive Permissive Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 80
Intersection Settings
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Turning Movement Volume: Summary
Report File: C:\...\Existing PM.pdf 10/25/2025
Vistro File: C:\...\25-062 10.24.2025.vistro Scenario 2 Existing PM 25-062 Yorba Linda Housing Elements
2365
Total
Volume
28 Right
901
Thru
Westbound
1375
Thru
24 Left
1 U-T
Eastbound
16 Right
20 Left
Southbound
44 Palm Ave/Yorba Linda Blvd
ID Intersection Name
2537
Total
Volume
0 Right
1118
Thru
Westbound
1419
Thru
Eastbound
0 Right
Southbound
Project Driveway/Yorba Linda
Blvd 33
ID Intersection Name
2541
Total
Volume
1018
Thru
11 Left
2 U-T
Westbound
52 Right
1394
Thru
Eastbound
18 Right
46 Left
Northbound
2 S Ohio St/Yorba Linda Blvd
ID Intersection Name
2548
Total
Volume
26 Right
1034
Thru
Westbound
1427
Thru
17 Left
0 U-T
Eastbound
23 Right
0 Thru
20 Left
0 U-T
Southbound
0 Right
0 Thru
1 Left
Northbound
1 Ohio St/Yorba Linda Blvd
ID Intersection Name
25-062 Yorba Linda Housing Elements 10
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Intersection Analysis Summary
Report File: C:\...\Existing With Project AM.pdf 10/25/2025 Vistro File: C:\...\25-062 10.24.2025.vistro Scenario 3 Existing With Project AM 25-062 Yorba Linda Housing Elements
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. 44 Palm Ave/Yorba Linda Blvd Signalized ICU 1 WB Right 0.286 - A SB Right 0.053 15.7 C
HCM 7th
Edition Two-way stop Project Driveway/Yorba LindaBlvd 33 2 S Ohio St/Yorba Linda Blvd Signalized ICU 1 WB Thru 0.346 - A 1 Ohio St/Yorba Linda Blvd Signalized ICU 1 WB Thru 0.320 - A ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 25-062 Yorba Linda Housing Elements 1
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Volume to Capacity (v/c): 0.320
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.0 100.0 100.0 50.00 200.0 100.0 100.0 100.0 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 1 0 0 0 0 0 0 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right U-tu Left Thru Right U-tu Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 0 4 0 24 1 38 2 12 893 0 0 1461 21 Total 15-Minute Volume [veh/h] 0 0 1 0 6 0 10 1 3 223 0 0 365 5 Other Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Peak Hour Factor 0.2500 0.2500 0.2500 1.000 0.910 0.910 0.910 0.920 0.920 0.920 1.000 1.0000 0.9000 0.9000 Total Hourly Volume [veh/h] 0 0 1 0 22 1 35 2 11 822 0 0 1315 19 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 3 0 0 10 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 1 0 22 1 35 2 11 819 0 0 1305 19 Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Volumes
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Intersection V/C 0.320
Intersection LOS A
V/C, Movement V/C Ratio 0.00 0.00 0.00 0.00 0.01 0.01 0.02 0.00 0.01 0.18 0.00 0.00 0.29 0.29 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 0 2 0 0 3 8 0 0 4 0
Control Type Permiss Permiss Permiss Permi Permi Permi Permi Permi Prote Permi Permi Permiss Permiss Permiss Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 80
Intersection Settings
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Volume to Capacity (v/c): 0.346
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 2: S Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 90.00 100.00 100.00 205.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Thru Right U-turn Left Thru Lane Configuration
Approach Northbound Eastbound Westbound
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 107 29 889 43 13 21 1446
Total 15-Minute Volume [veh/h] 27 7 222 11 3 5 361
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7300 0.7300 0.9100 0.9100 0.8700 0.8700 0.8700 Total Hourly Volume [veh/h] 78 21 809 39 11 18 1258
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 3 0 9 0 10
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 78 21 806 39 2 18 1248
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Volumes
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Intersection V/C 0.346
Intersection LOS A
V/C, Movement V/C Ratio 0.06 0.02 0.18 0.18 0.01 0.01 0.28 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - Lead -
Auxiliary Signal Groups
Signal Group 3 0 2 0 0 1 6
Control Type Permissive Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 60
Intersection Settings
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Volume to Capacity (v/c): 0.053
Level Of Service: C
Delay (sec / veh): 15.7
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 33: Project Driveway/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 19 0 841 1270 21
Total 15-Minute Volume [veh/h] 0 5 0 210 318 5
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 0.2900 Total Hourly Volume [veh/h] 0 19 0 841 1270 6
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 19 0 12 0 6
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 829 1270 0
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Volumes
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Intersection LOS C
d_I, Intersection Delay [s/veh] 0.14
Approach LOS C A A
d_A, Approach Delay [s/veh] 15.70 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.00 4.22 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.00 0.17 0.00 0.00 0.00 0.00 Movement LOS C A A A
d_M, Delay for Movement [s/veh] 0.00 15.70 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.05 0.00 0.01 0.01 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane
Priority Scheme Stop Free Free
Intersection Settings
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Volume to Capacity (v/c): 0.286
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 44: Palm Ave/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 200.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right U-turn Left Thru Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 45 27 7 11 996 1265 27
Total 15-Minute Volume [veh/h] 11 7 2 3 249 316 7
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8472 0.8472 0.8370 0.8370 0.8370 0.9006 0.9006 Total Hourly Volume [veh/h] 38 23 6 9 834 1139 24
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 3 0 9 3 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 38 23 3 9 825 1136 24
Name Yorba Linda Blvd
Volumes
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Intersection V/C 0.286
Intersection LOS A
V/C, Movement V/C Ratio 0.03 0.02 0.00 0.01 0.20 0.25 0.25 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - - -
Auxiliary Signal Groups
Signal Group 7 0 0 0 2 6 0
Control Type Permissive Permissive Permissive Permissive Permissive Permissive Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 80
Intersection Settings
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Turning Movement Volume: Summary
Report File: C:\...\Existing With Project AM.pdf 10/25/2025 Vistro File: C:\...\25-062 10.24.2025.vistro Scenario 3 Existing With Project AM 25-062 Yorba Linda Housing Elements
2073
Total
Volume
24 Right
1139
Thru
Westbound
834
Thru
9 Left
6 U-T
Eastbound
23 Right
38 Left
Southbound
44 Palm Ave/Yorba Linda Blvd
ID Intersection Name
2136
Total
Volume
6 Right
1270
Thru
Westbound
841
Thru
Eastbound
19 Right
Southbound
Project Driveway/Yorba Linda
Blvd 33
ID Intersection Name
2234
Total
Volume
1258
Thru
18 Left
11 U-T
Westbound
39 Right
809
Thru
Eastbound
21 Right
78 Left
Northbound
2 S Ohio St/Yorba Linda Blvd
ID Intersection Name
2228
Total
Volume
19 Right
1315
Thru
Westbound
822
Thru
11 Left
2 U-T
Eastbound
35 Right
1 Thru
22 Left
0 U-T
Southbound
1 Right
0 Thru
0 Left
Northbound
1 Ohio St/Yorba Linda Blvd
ID Intersection Name
25-062 Yorba Linda Housing Elements 10
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Intersection Analysis Summary
Report File: C:\...\Existing With Project PM.pdf 10/25/2025 Vistro File: C:\...\25-062 10.24.2025.vistro Scenario 4 Existing With Project PM 25-062 Yorba Linda Housing Elements
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. 44 Palm Ave/Yorba Linda Blvd Signalized ICU 1 EB Thru 0.293 - A SB Right 0.030 14.3 B
HCM 7th
Edition Two-way stop Project Driveway/Yorba LindaBlvd 33 2 S Ohio St/Yorba Linda Blvd Signalized ICU 1 EB Thru 0.345 - A 1 Ohio St/Yorba Linda Blvd Signalized ICU 1 EB Thru 0.310 - A ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 25-062 Yorba Linda Housing Elements 1
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Volume to Capacity (v/c): 0.310
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.0 100.0 100.0 50.00 200.0 100.0 100.0 100.0 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 1 0 0 0 0 0 0 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right U-tu Left Thru Right U-tu Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 4 0 0 0 26 0 30 0 18 1481 0 0 1130 28 Total 15-Minute Volume [veh/h] 1 0 0 0 6 0 7 0 4 370 0 0 283 7 Other Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Peak Hour Factor 0.2500 0.2500 0.2500 1.000 0.770 0.770 0.770 0.970 0.970 0.970 1.000 1.0000 0.9200 0.9200 Total Hourly Volume [veh/h] 1 0 0 0 20 0 23 0 17 1437 0 0 1040 26 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 10 0 0 6 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 1 0 0 0 20 0 23 0 17 1427 0 0 1034 26 Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Volumes
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Intersection V/C 0.310
Intersection LOS A
V/C, Movement V/C Ratio 0.00 0.00 0.00 0.00 0.02 0.00 0.02 0.00 0.01 0.29 0.00 0.00 0.23 0.23 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 0 2 0 0 3 8 0 0 4 0
Control Type Permiss Permiss Permiss Permi Permi Permi Permi Permi Prote Permi Permi Permiss Permiss Permiss Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 95
Intersection Settings
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Volume to Capacity (v/c): 0.345
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 2: S Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 90.00 100.00 100.00 205.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Thru Right U-turn Left Thru Lane Configuration
Approach Northbound Eastbound Westbound
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 69 27 1463 54 9 12 1113
Total 15-Minute Volume [veh/h] 17 7 366 14 2 3 278
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.6700 0.6700 0.9600 0.9600 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 46 18 1404 52 8 11 1024
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 10 0 6 0 6
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 46 18 1394 52 2 11 1018
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Volumes
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Intersection V/C 0.345
Intersection LOS A
V/C, Movement V/C Ratio 0.04 0.02 0.30 0.30 0.01 0.01 0.22 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - Lead -
Auxiliary Signal Groups
Signal Group 3 0 2 0 0 1 6
Control Type Permissive Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 60
Intersection Settings
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Volume to Capacity (v/c): 0.030
Level Of Service: B
Delay (sec / veh): 14.3
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 33: Project Driveway/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 12 0 1435 1118 20
Total 15-Minute Volume [veh/h] 0 3 0 359 280 5
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 12 0 1435 1118 20
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 12 0 16 0 20
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 1419 1118 0
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Volumes
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Intersection LOS B
d_I, Intersection Delay [s/veh] 0.07
Approach LOS B A A
d_A, Approach Delay [s/veh] 14.31 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.00 2.32 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.00 0.09 0.00 0.00 0.00 0.00 Movement LOS B A A A
d_M, Delay for Movement [s/veh] 0.00 14.31 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.03 0.00 0.01 0.01 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane
Priority Scheme Stop Free Free
Intersection Settings
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Volume to Capacity (v/c): 0.293
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 44: Palm Ave/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 200.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right U-turn Left Thru Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 27 21 11 25 1413 922 28
Total 15-Minute Volume [veh/h] 7 5 3 6 353 230 7
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7500 0.7500 0.9777 0.9777 0.9777 0.9883 0.9883 Total Hourly Volume [veh/h] 20 16 11 24 1381 911 28
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 10 0 6 10 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 20 16 1 24 1375 901 28
Name Yorba Linda Blvd
Volumes
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Intersection V/C 0.293
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.01 0.01 0.01 0.28 0.19 0.19 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - - -
Auxiliary Signal Groups
Signal Group 7 0 0 0 2 6 0
Control Type Permissive Permissive Permissive Permissive Permissive Permissive Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 80
Intersection Settings
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Turning Movement Volume: Summary
Report File: C:\...\Existing With Project PM.pdf 10/25/2025 Vistro File: C:\...\25-062 10.24.2025.vistro Scenario 4 Existing With Project PM 25-062 Yorba Linda Housing Elements
2391
Total
Volume
28 Right
911
Thru
Westbound
1381
Thru
24 Left
11 U-T
Eastbound
16 Right
20 Left
Southbound
44 Palm Ave/Yorba Linda Blvd
ID Intersection Name
2585
Total
Volume
20 Right
1118
Thru
Westbound
1435
Thru
Eastbound
12 Right
Southbound
Project Driveway/Yorba Linda
Blvd 33
ID Intersection Name
2563
Total
Volume
1024
Thru
11 Left
8 U-T
Westbound
52 Right
1404
Thru
Eastbound
18 Right
46 Left
Northbound
2 S Ohio St/Yorba Linda Blvd
ID Intersection Name
2564
Total
Volume
26 Right
1040
Thru
Westbound
1437
Thru
17 Left
0 U-T
Eastbound
23 Right
0 Thru
20 Left
0 U-T
Southbound
0 Right
0 Thru
1 Left
Northbound
1 Ohio St/Yorba Linda Blvd
ID Intersection Name
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Intersection Analysis Summary
Report File: C:\...\Horizon Year AM.pdf 10/25/2025
Vistro File: C:\...\25-062 10.24.2025.vistro Scenario 5 Horizon Year AM 25-062 Yorba Linda Housing Elements
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. 44 Palm Ave/Yorba Linda Blvd Signalized ICU 1 WB Thru 0.401 - A WB Thru 0.018 0.0 A
HCM 7th
Edition Two-way stop Project Driveway/Yorba LindaBlvd 33 2 S Ohio St/Yorba Linda Blvd Signalized ICU 1 WB Thru 0.483 - A 1 Ohio St/Yorba Linda Blvd Signalized ICU 1 WB Right 0.446 - A ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 25-062 Yorba Linda Housing Elements 1
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Volume to Capacity (v/c): 0.446
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.0 100.0 100.0 50.00 200.0 100.0 100.0 100.0 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 1 0 0 0 0 0 0 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right U-tu Left Thru Right U-tu Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 0 8 0 34 2 54 3 17 1247 0 0 2030 30 Total 15-Minute Volume [veh/h] 0 0 2 0 9 1 13 1 4 312 0 0 508 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Peak Hour Factor 0.2500 0.2500 0.2500 1.000 0.910 0.910 0.910 0.920 0.920 0.920 1.000 1.0000 0.9000 0.9000 Total Hourly Volume [veh/h] 0 0 2 0 31 2 49 3 16 1147 0 0 1827 27 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 2 0 31 2 49 3 16 1147 0 0 1827 27 Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Volumes
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Intersection V/C 0.446
Intersection LOS A
V/C, Movement V/C Ratio 0.00 0.00 0.00 0.00 0.02 0.02 0.03 0.00 0.01 0.24 0.00 0.00 0.40 0.40 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 0 2 0 0 3 8 0 0 4 0
Control Type Permiss Permiss Permiss Permi Permi Permi Permi Permi Prote Permi Permi Permiss Permiss Permiss Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 80
Intersection Settings
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Volume to Capacity (v/c): 0.483
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 2: S Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 90.00 100.00 100.00 205.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Thru Right U-turn Left Thru Lane Configuration
Approach Northbound Eastbound Westbound
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 151 41 1241 60 3 30 2009
Total 15-Minute Volume [veh/h] 38 10 310 15 1 7 502
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7300 0.7300 0.9100 0.9100 0.8700 0.8700 0.8700 Total Hourly Volume [veh/h] 110 30 1129 55 3 26 1748
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 110 30 1129 55 3 26 1748
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Volumes
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Intersection V/C 0.483
Intersection LOS A
V/C, Movement V/C Ratio 0.09 0.02 0.26 0.26 0.00 0.02 0.39 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - Lead -
Auxiliary Signal Groups
Signal Group 3 0 2 0 0 1 6
Control Type Permissive Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 60
Intersection Settings
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Volume to Capacity (v/c): 0.018
Level Of Service: A
Delay (sec / veh): 0.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 33: Project Driveway/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 0 0 1161 1778 0
Total 15-Minute Volume [veh/h] 0 0 0 290 445 0
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 0.2900 Total Hourly Volume [veh/h] 0 0 0 1161 1778 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 1161 1778 0
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Volumes
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Intersection LOS A
d_I, Intersection Delay [s/veh] 0.00
Approach LOS C A A
d_A, Approach Delay [s/veh] 19.64 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 0.00 Movement LOS C A A A
d_M, Delay for Movement [s/veh] 0.00 19.64 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.00 0.00 0.01 0.02 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane
Priority Scheme Stop Free Free
Intersection Settings
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Volume to Capacity (v/c): 0.401
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 44: Palm Ave/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 200.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right U-turn Left Thru Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 64 39 6 16 1380 1767 38
Total 15-Minute Volume [veh/h] 16 10 1 4 345 442 9
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8472 0.8472 0.8370 0.8370 0.8370 0.9006 0.9006 Total Hourly Volume [veh/h] 54 33 5 13 1155 1591 34
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 54 33 5 13 1155 1591 34
Name Yorba Linda Blvd
Volumes
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Intersection V/C 0.401
Intersection LOS A
V/C, Movement V/C Ratio 0.04 0.02 0.00 0.01 0.27 0.35 0.35 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - - -
Auxiliary Signal Groups
Signal Group 7 0 0 0 2 6 0
Control Type Permissive Permissive Permissive Permissive Permissive Permissive Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 80
Intersection Settings
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Turning Movement Volume: Summary
Report File: C:\...\Horizon Year AM.pdf 10/25/2025
Vistro File: C:\...\25-062 10.24.2025.vistro Scenario 5 Horizon Year AM 25-062 Yorba Linda Housing Elements
2885
Total
Volume
34 Right
1591
Thru
Westbound
1155
Thru
13 Left
5 U-T
Eastbound
33 Right
54 Left
Southbound
44 Palm Ave/Yorba Linda Blvd
ID Intersection Name
2939
Total
Volume
0 Right
1778
Thru
Westbound
1161
Thru
Eastbound
0 Right
Southbound
Project Driveway/Yorba Linda
Blvd 33
ID Intersection Name
3101
Total
Volume
1748
Thru
26 Left
3 U-T
Westbound
55 Right
1129
Thru
Eastbound
30 Right
110
Left
Northbound
2 S Ohio St/Yorba Linda Blvd
ID Intersection Name
3104
Total
Volume
27 Right
1827
Thru
Westbound
1147
Thru
16 Left
3 U-T
Eastbound
49 Right
2 Thru
31 Left
0 U-T
Southbound
2 Right
0 Thru
0 Left
Northbound
1 Ohio St/Yorba Linda Blvd
ID Intersection Name
25-062 Yorba Linda Housing Elements 10
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Intersection Analysis Summary
Report File: C:\...\Horizon Year PM.pdf 10/25/2025
Vistro File: C:\...\25-062 10.24.2025.vistro Scenario 6 Horizon Year PM 25-062 Yorba Linda Housing Elements
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. 44 Palm Ave/Yorba Linda Blvd Signalized ICU 1 EB Thru 0.408 - A EB Thru 0.020 0.0 A
HCM 7th
Edition Two-way stop Project Driveway/Yorba LindaBlvd 33 2 S Ohio St/Yorba Linda Blvd Signalized ICU 1 EB Right 0.481 - A 1 Ohio St/Yorba Linda Blvd Signalized ICU 1 EB Thru 0.434 - A ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 25-062 Yorba Linda Housing Elements 1
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Volume to Capacity (v/c): 0.434
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.0 100.0 100.0 50.00 200.0 100.0 100.0 100.0 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 1 0 0 0 0 0 0 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right U-tu Left Thru Right U-tu Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 8 0 0 0 36 0 43 0 25 2060 0 0 1574 40 Total 15-Minute Volume [veh/h] 2 0 0 0 9 0 11 0 6 515 0 0 393 10 Other Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Peak Hour Factor 0.2500 0.2500 0.2500 1.000 0.770 0.770 0.770 0.970 0.970 0.970 1.000 1.0000 0.9200 0.9200 Total Hourly Volume [veh/h] 2 0 0 0 28 0 33 0 24 1998 0 0 1448 37 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 2 0 0 0 28 0 33 0 24 1998 0 0 1448 37 Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 2
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Intersection V/C 0.434
Intersection LOS A
V/C, Movement V/C Ratio 0.00 0.00 0.00 0.00 0.02 0.00 0.03 0.00 0.01 0.40 0.00 0.00 0.32 0.32 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 0 2 0 0 3 8 0 0 4 0
Control Type Permiss Permiss Permiss Permi Permi Permi Permi Permi Prote Permi Permi Permiss Permiss Permiss Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 95
Intersection Settings
25-062 Yorba Linda Housing Elements 3
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Volume to Capacity (v/c): 0.481
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 2: S Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 90.00 100.00 100.00 205.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Thru Right U-turn Left Thru Lane Configuration
Approach Northbound Eastbound Westbound
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 97 39 2033 76 3 17 1550
Total 15-Minute Volume [veh/h] 24 10 508 19 1 4 388
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.6700 0.6700 0.9600 0.9600 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 65 26 1952 73 3 16 1426
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 65 26 1952 73 3 16 1426
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 4
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Intersection V/C 0.481
Intersection LOS A
V/C, Movement V/C Ratio 0.06 0.02 0.41 0.41 0.00 0.01 0.30 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - Lead -
Auxiliary Signal Groups
Signal Group 3 0 2 0 0 1 6
Control Type Permissive Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 60
Intersection Settings
25-062 Yorba Linda Housing Elements 5
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Volume to Capacity (v/c): 0.020
Level Of Service: A
Delay (sec / veh): 0.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 33: Project Driveway/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 0 0 1987 1566 0
Total 15-Minute Volume [veh/h] 0 0 0 497 392 0
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 0 0 1987 1566 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 1987 1566 0
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Volumes
25-062 Yorba Linda Housing Elements 6
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Intersection LOS A
d_I, Intersection Delay [s/veh] 0.00
Approach LOS C A A
d_A, Approach Delay [s/veh] 17.46 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 0.00 Movement LOS C A A A
d_M, Delay for Movement [s/veh] 0.00 17.46 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.00 0.00 0.02 0.02 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane
Priority Scheme Stop Free Free
Intersection Settings
25-062 Yorba Linda Housing Elements 7
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Volume to Capacity (v/c): 0.408
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 44: Palm Ave/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 200.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right U-turn Left Thru Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 37 31 2 35 1969 1277 40
Total 15-Minute Volume [veh/h] 9 8 1 9 492 319 10
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7500 0.7500 0.9777 0.9777 0.9777 0.9883 0.9883 Total Hourly Volume [veh/h] 28 23 2 34 1925 1262 40
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 28 23 2 34 1925 1262 40
Name Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 8
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Intersection V/C 0.408
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.02 0.00 0.02 0.39 0.26 0.26 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - - -
Auxiliary Signal Groups
Signal Group 7 0 0 0 2 6 0
Control Type Permissive Permissive Permissive Permissive Permissive Permissive Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 80
Intersection Settings
25-062 Yorba Linda Housing Elements 9
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Turning Movement Volume: Summary
Report File: C:\...\Horizon Year PM.pdf 10/25/2025
Vistro File: C:\...\25-062 10.24.2025.vistro Scenario 6 Horizon Year PM 25-062 Yorba Linda Housing Elements
3314
Total
Volume
40 Right
1262
Thru
Westbound
1925
Thru
34 Left
2 U-T
Eastbound
23 Right
28 Left
Southbound
44 Palm Ave/Yorba Linda Blvd
ID Intersection Name
3553
Total
Volume
0 Right
1566
Thru
Westbound
1987
Thru
Eastbound
0 Right
Southbound
Project Driveway/Yorba Linda
Blvd 33
ID Intersection Name
3561
Total
Volume
1426
Thru
16 Left
3 U-T
Westbound
73 Right
1952
Thru
Eastbound
26 Right
65 Left
Northbound
2 S Ohio St/Yorba Linda Blvd
ID Intersection Name
3570
Total
Volume
37 Right
1448
Thru
Westbound
1998
Thru
24 Left
0 U-T
Eastbound
33 Right
0 Thru
28 Left
0 U-T
Southbound
0 Right
0 Thru
2 Left
Northbound
1 Ohio St/Yorba Linda Blvd
ID Intersection Name
25-062 Yorba Linda Housing Elements 10
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Intersection Analysis Summary
Report File: C:\...\Horizon Year With Project AM.pdf 10/25/2025 Vistro File: C:\...\25-062 10.24.2025.vistro Scenario 7 Horizon Year With Project AM 25-062 Yorba Linda Housing Elements
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. 44 Palm Ave/Yorba Linda Blvd Signalized ICU 1 WB Thru 0.402 - A SB Right 0.079 21.1 C
HCM 7th
Edition Two-way stop Project Driveway/Yorba LindaBlvd 33 2 S Ohio St/Yorba Linda Blvd Signalized ICU 1 WB Thru 0.485 - A 1 Ohio St/Yorba Linda Blvd Signalized ICU 1 WB Right 0.448 - A ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 25-062 Yorba Linda Housing Elements 1
EPD Solutions Scenario 7: 7 Horizon Year With Project AM Version 2024 (SP 0-4)
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Volume to Capacity (v/c): 0.448
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.0 100.0 100.0 50.00 200.0 100.0 100.0 100.0 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 1 0 0 0 0 0 0 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right U-tu Left Thru Right U-tu Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 0 8 0 34 2 54 3 17 1250 0 0 2041 30 Total 15-Minute Volume [veh/h] 0 0 2 0 9 1 13 1 4 313 0 0 510 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Peak Hour Factor 0.2500 0.2500 0.2500 1.000 0.910 0.910 0.910 0.920 0.920 0.920 1.000 1.0000 0.9000 0.9000 Total Hourly Volume [veh/h] 0 0 2 0 31 2 49 3 16 1150 0 0 1837 27 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 3 0 0 10 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 2 0 31 2 49 3 16 1147 0 0 1827 27 Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 2
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Intersection V/C 0.448
Intersection LOS A
V/C, Movement V/C Ratio 0.00 0.00 0.00 0.00 0.02 0.02 0.03 0.00 0.01 0.25 0.00 0.00 0.41 0.41 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 0 2 0 0 3 8 0 0 4 0
Control Type Permiss Permiss Permiss Permi Permi Permi Permi Permi Prote Permi Permi Permiss Permiss Permiss Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 80
Intersection Settings
25-062 Yorba Linda Housing Elements 3
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Volume to Capacity (v/c): 0.485
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 2: S Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 90.00 100.00 100.00 205.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Thru Right U-turn Left Thru Lane Configuration
Approach Northbound Eastbound Westbound
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 151 41 1244 60 14 30 2021 Total 15-Minute Volume [veh/h] 38 10 311 15 3 7 505
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7300 0.7300 0.9100 0.9100 0.8700 0.8700 0.8700 Total Hourly Volume [veh/h] 110 30 1132 55 12 26 1758
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 3 0 9 0 10
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 110 30 1129 55 3 26 1748
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 4
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Intersection V/C 0.485
Intersection LOS A
V/C, Movement V/C Ratio 0.09 0.02 0.26 0.26 0.01 0.02 0.40 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - Lead -
Auxiliary Signal Groups
Signal Group 3 0 2 0 0 1 6
Control Type Permissive Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 60
Intersection Settings
25-062 Yorba Linda Housing Elements 5
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Volume to Capacity (v/c): 0.079
Level Of Service: C
Delay (sec / veh): 21.1
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 33: Project Driveway/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 19 0 1173 1778 21
Total 15-Minute Volume [veh/h] 0 5 0 293 445 5
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 0.2900 Total Hourly Volume [veh/h] 0 19 0 1173 1778 6
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 19 0 12 0 6
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 1161 1778 0
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Volumes
25-062 Yorba Linda Housing Elements 6
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Intersection LOS C
d_I, Intersection Delay [s/veh] 0.13
Approach LOS C A A
d_A, Approach Delay [s/veh] 21.14 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.00 6.33 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.00 0.25 0.00 0.00 0.00 0.00 Movement LOS C A A A
d_M, Delay for Movement [s/veh] 0.00 21.14 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.08 0.00 0.01 0.02 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane
Priority Scheme Stop Free Free
Intersection Settings
25-062 Yorba Linda Housing Elements 7
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Volume to Capacity (v/c): 0.402
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 44: Palm Ave/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 200.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right U-turn Left Thru Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 64 39 10 16 1391 1770 38
Total 15-Minute Volume [veh/h] 16 10 2 4 348 442 9
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8472 0.8472 0.8370 0.8370 0.8370 0.9006 0.9006 Total Hourly Volume [veh/h] 54 33 8 13 1164 1594 34
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 3 0 9 3 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 54 33 5 13 1155 1591 34
Name Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 8
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Intersection V/C 0.402
Intersection LOS A
V/C, Movement V/C Ratio 0.04 0.02 0.01 0.01 0.27 0.35 0.35 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - - -
Auxiliary Signal Groups
Signal Group 7 0 0 0 2 6 0
Control Type Permissive Permissive Permissive Permissive Permissive Permissive Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 80
Intersection Settings
25-062 Yorba Linda Housing Elements 9
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Turning Movement Volume: Summary
Report File: C:\...\Horizon Year With Project AM.pdf 10/25/2025 Vistro File: C:\...\25-062 10.24.2025.vistro Scenario 7 Horizon Year With Project AM 25-062 Yorba Linda Housing Elements
2900
Total
Volume
34 Right
1594
Thru
Westbound
1164
Thru
13 Left
8 U-T
Eastbound
33 Right
54 Left
Southbound
44 Palm Ave/Yorba Linda Blvd
ID Intersection Name
2976
Total
Volume
6 Right
1778
Thru
Westbound
1173
Thru
Eastbound
19 Right
Southbound
Project Driveway/Yorba Linda
Blvd 33
ID Intersection Name
3123
Total
Volume
1758
Thru
26 Left
12 U-T
Westbound
55 Right
1132
Thru
Eastbound
30 Right
110
Left
Northbound
2 S Ohio St/Yorba Linda Blvd
ID Intersection Name
3117
Total
Volume
27 Right
1837
Thru
Westbound
1150
Thru
16 Left
3 U-T
Eastbound
49 Right
2 Thru
31 Left
0 U-T
Southbound
2 Right
0 Thru
0 Left
Northbound
1 Ohio St/Yorba Linda Blvd
ID Intersection Name
25-062 Yorba Linda Housing Elements 10
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Intersection Analysis Summary
Report File: C:\...\Horizon Year With Project PM.pdf 10/25/2025 Vistro File: C:\...\25-062 10.24.2025.vistro Scenario 8 Horizon Year With Project PM 25-062 Yorba Linda Housing Elements
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. 44 Palm Ave/Yorba Linda Blvd Signalized ICU 1 EB Thru 0.409 - A SB Right 0.042 18.2 C
HCM 7th
Edition Two-way stop Project Driveway/Yorba LindaBlvd 33 2 S Ohio St/Yorba Linda Blvd Signalized ICU 1 EB Right 0.483 - A 1 Ohio St/Yorba Linda Blvd Signalized ICU 1 EB Thru 0.436 - A ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 25-062 Yorba Linda Housing Elements 1
EPD Solutions Scenario 8: 8 Horizon Year With Project PM Version 2024 (SP 0-4)
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Volume to Capacity (v/c): 0.436
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.0 100.0 100.0 50.00 200.0 100.0 100.0 100.0 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 1 0 0 0 0 0 0 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right U-tu Left Thru Right U-tu Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 8 0 0 0 36 0 43 0 25 2070 0 0 1580 40 Total 15-Minute Volume [veh/h] 2 0 0 0 9 0 11 0 6 518 0 0 395 10 Other Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Peak Hour Factor 0.2500 0.2500 0.2500 1.000 0.770 0.770 0.770 0.970 0.970 0.970 1.000 1.0000 0.9200 0.9200 Total Hourly Volume [veh/h] 2 0 0 0 28 0 33 0 24 2008 0 0 1454 37 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 10 0 0 6 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 2 0 0 0 28 0 33 0 24 1998 0 0 1448 37 Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 2
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Intersection V/C 0.436
Intersection LOS A
V/C, Movement V/C Ratio 0.00 0.00 0.00 0.00 0.02 0.00 0.03 0.00 0.01 0.41 0.00 0.00 0.32 0.32 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 0 2 0 0 3 8 0 0 4 0
Control Type Permiss Permiss Permiss Permi Permi Permi Permi Permi Prote Permi Permi Permiss Permiss Permiss Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 95
Intersection Settings
25-062 Yorba Linda Housing Elements 3
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Volume to Capacity (v/c): 0.483
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 2: S Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 90.00 100.00 100.00 205.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Thru Right U-turn Left Thru Lane Configuration
Approach Northbound Eastbound Westbound
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 97 39 2044 76 10 17 1557
Total 15-Minute Volume [veh/h] 24 10 511 19 2 4 389
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.6700 0.6700 0.9600 0.9600 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 65 26 1962 73 9 16 1432
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 10 0 6 0 6
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 65 26 1952 73 3 16 1426
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 4
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Intersection V/C 0.483
Intersection LOS A
V/C, Movement V/C Ratio 0.06 0.02 0.42 0.42 0.01 0.01 0.31 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - Lead -
Auxiliary Signal Groups
Signal Group 3 0 2 0 0 1 6
Control Type Permissive Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 60
Intersection Settings
25-062 Yorba Linda Housing Elements 5
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Volume to Capacity (v/c): 0.042
Level Of Service: C
Delay (sec / veh): 18.2
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 33: Project Driveway/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 12 0 2003 1566 20
Total 15-Minute Volume [veh/h] 0 3 0 501 392 5
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 12 0 2003 1566 20
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 12 0 16 0 20
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 1987 1566 0
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Volumes
25-062 Yorba Linda Housing Elements 6
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Intersection LOS C
d_I, Intersection Delay [s/veh] 0.06
Approach LOS C A A
d_A, Approach Delay [s/veh] 18.21 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.00 3.29 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.00 0.13 0.00 0.00 0.00 0.00 Movement LOS C A A A
d_M, Delay for Movement [s/veh] 0.00 18.21 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.04 0.00 0.02 0.02 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane
Priority Scheme Stop Free Free
Intersection Settings
25-062 Yorba Linda Housing Elements 7
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Volume to Capacity (v/c): 0.409
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 44: Palm Ave/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 200.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right U-turn Left Thru Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Yorba Linda Blvd
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 37 31 12 35 1975 1287 40
Total 15-Minute Volume [veh/h] 9 8 3 9 494 322 10
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7500 0.7500 0.9777 0.9777 0.9777 0.9883 0.9883 Total Hourly Volume [veh/h] 28 23 12 34 1931 1272 40
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 10 0 6 10 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 28 23 2 34 1925 1262 40
Name Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 8
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Intersection V/C 0.409
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.02 0.01 0.02 0.39 0.26 0.26 Movement, Approach, & Intersection Results
Lead / Lag Lead - - - - - -
Auxiliary Signal Groups
Signal Group 7 0 0 0 2 6 0
Control Type Permissive Permissive Permissive Permissive Permissive Permissive Permissive Phasing & Timing
Lost time [s] 0.00
Cycle Length [s] 80
Intersection Settings
25-062 Yorba Linda Housing Elements 9
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Turning Movement Volume: Summary
Report File: C:\...\Horizon Year With Project PM.pdf 10/25/2025 Vistro File: C:\...\25-062 10.24.2025.vistro Scenario 8 Horizon Year With Project PM 25-062 Yorba Linda Housing Elements
3340
Total
Volume
40 Right
1272
Thru
Westbound
1931
Thru
34 Left
12 U-T
Eastbound
23 Right
28 Left
Southbound
44 Palm Ave/Yorba Linda Blvd
ID Intersection Name
3601
Total
Volume
20 Right
1566
Thru
Westbound
2003
Thru
Eastbound
12 Right
Southbound
Project Driveway/Yorba Linda
Blvd 33
ID Intersection Name
3583
Total
Volume
1432
Thru
16 Left
9 U-T
Westbound
73 Right
1962
Thru
Eastbound
26 Right
65 Left
Northbound
2 S Ohio St/Yorba Linda Blvd
ID Intersection Name
3586
Total
Volume
37 Right
1454
Thru
Westbound
2008
Thru
24 Left
0 U-T
Eastbound
33 Right
0 Thru
28 Left
0 U-T
Southbound
0 Right
0 Thru
2 Left
Northbound
1 Ohio St/Yorba Linda Blvd
ID Intersection Name
25-062 Yorba Linda Housing Elements 10
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19081 Yorba Linda Boulevard Residential Project
Traffic Impact Analysis
APPENDIX D – LEVEL OF SERVICE CALCULATIONS FOR QUEUING PURPOSES ONLY

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Intersection Analysis Summary
Report File: C:\...\Existing AM.pdf 10/27/2025
Vistro File: C:\...\25-062 10.24.2025 - Queuing Scenario 1 Existing AM Analysis.vistro
25-062 Yorba Linda Housing Elements
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.

SB Left 0.331 3.5 A
HCM 7th
Edition 44 Palm Ave/Yorba Linda Blvd Signalized
WB Thru 0.013 0.0 A
HCM 7th
Edition 33 Project Dwy/Yorba Linda Blvd Two-way stop
WB Left 0.424 5.6 A
HCM 7th
Edition 2 S Ohio St/Yorba Linda Blvd Signalized
EB Left 0.381 6.2 A
HCM 7th
Edition 1 Ohio St/Yorba Linda Blvd Signalized
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 25-062 Yorba Linda Housing Elements 1
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Volume to Capacity (v/c): 0.381
Level Of Service: A
Delay (sec / veh): 6.2
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 1: Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.0 100.0 100.0 50.00 200.0 100.0 100.0 100.0 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 1 0 0 0 0 0 0 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right U-tu Left Thru Right U-tu Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
25-062 Yorba Linda Housing Elements 2
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Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 0 0 4 0 24 1 38 2 12 890 0 0 1450 21 Total 15-Minute Volume [veh/h] 0 0 1 0 6 0 10 1 3 223 0 0 363 5 Other Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Peak Hour Factor 0.2500 0.2500 0.2500 1.000 0.910 0.910 0.910 0.920 0.920 0.920 1.000 1.0000 0.9000 0.9000 Total Hourly Volume [veh/h] 0 0 1 0 22 1 35 2 11 819 0 0 1305 19 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 1 0 22 1 35 2 11 819 0 0 1305 19 Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 3
EPD Solutions Scenario 1: 1 Existing AM
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No
Maximum Recall No No No No No
Minimum Recall No No No No No
Vehicle Extension [s] 0.0 3.0 0.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 0 10 0 0 0 10 0 0 5 10 0 0 10 0
Lead / Lag - - - - - - - - Lead - - - - -
Split [s] 0 32 0 0 0 32 0 0 16 48 0 0 32 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 23 0 0 0 10 0 0 0 10 0 0 13 0 Walk [s] 0 5 0 0 0 5 0 0 0 5 0 0 5 0
All red [s] 0.0 1.0 0.0 0.0 0.0 1.0 0.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 Maximum Green [s] 0 67 0 0 0 67 0 0 66 165 0 0 95 0
Auxiliary Signal Groups
Signal Group 0 6 0 0 0 2 0 0 3 8 0 0 4 0
Control Type Permiss Permiss Permiss Permi Permi Permi Permi Permi Prote Permi Permi Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 80
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
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95th-Percentile Queue Length [ft/ln] 0.96 5.94 10.02 8.49 2.56 52.29 55.82 95th-Percentile Queue Length [veh/ln] 0.04 0.24 0.40 0.34 0.10 2.09 2.23 50th-Percentile Queue Length [ft/ln] 0.53 3.30 5.57 4.72 1.42 29.05 31.01 50th-Percentile Queue Length [veh/ln] 0.02 0.13 0.22 0.19 0.06 1.16 1.24 Critical Lane Group No No Yes Yes No Yes No
Lane Group LOS B B B C A A A
d, Delay for Lane Group [s/veh] 12.22 12.44 13.16 30.73 3.10 7.47 7.81 X, volume / capacity 0.01 0.06 0.22 0.52 0.35 0.72 0.69 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.02 0.06 0.63 14.91 0.08 0.72 1.19 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 12.20 12.37 12.53 15.82 3.02 6.76 6.62 c, Capacity [veh/h] 284 400 173 27 2538 1368 713
s, saturation flow rate [veh/h] 1277 1352 1280 1434 4102 2867 1495 (v / s)_i Volume / Saturation Flow Rate 0.00 0.02 0.03 0.01 0.22 0.34 0.33 g / C, Green / Cycle 0.13 0.13 0.13 0.02 0.62 0.48 0.48 g_i, Effective Green Time [s] 4 4 4 1 20 15 15
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 32 32 32 32 32 32 32
Lane Group C C R L C C C
Lane Group Calculations
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 12.22 12.22 12.22 12.44 12.44 12.44 13.16 30.73 30.73 3.10 0.00 0.00 7.58 7.81 Movement LOS B B B B B B B C C A A A
d_A, Approach Delay [s/veh] 12.22 12.88 3.53 7.59
Approach LOS B B A A
d_I, Intersection Delay [s/veh] 6.23
Intersection LOS A
Intersection V/C 0.381
Emissions
Vehicle Miles Traveled [mph] 0.07 1.45 2.20 1.01 64.37 45.82 22.91 Stops [stops/h] 2.36 14.66 24.71 20.94 18.95 257.98 137.70 Fuel consumption [US gal/h] 0.03 0.20 0.33 0.33 3.05 5.67 2.95 CO [g/h] 1.82 14.26 23.00 23.04 213.45 396.13 206.38
NOx [g/h] 0.35 2.77 4.48 4.48 41.53 77.07 40.15
VOC [g/h] 0.42 3.30 5.33 5.34 49.47 91.81 47.83
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 8.46 0.00 8.46
I_p,int, Pedestrian LOS Score for Intersectio 0.000 1.948 0.000 2.948 Crosswalk LOS F A F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1727 1727 2713 1727 d_b, Bicycle Delay [s] 0.30 0.30 2.06 0.30
I_b,int, Bicycle LOS Score for Intersection 1.566 1.624 2.050 2.369 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
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Volume to Capacity (v/c): 0.424
Level Of Service: A
Delay (sec / veh): 5.6
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 2: S Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 90.00 100.00 100.00 205.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Thru Right U-turn Left Thru Lane Configuration
Approach Northbound Eastbound Westbound
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
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Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 107 29 886 43 2 21 1434
Total 15-Minute Volume [veh/h] 27 7 221 11 1 5 359
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7300 0.7300 0.9100 0.9100 0.8700 0.8700 0.8700 Total Hourly Volume [veh/h] 78 21 806 39 2 18 1248
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 78 21 806 39 2 18 1248
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Volumes
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
Vehicle Extension [s] 3.0 0.0 3.0 0.0 0.0 3.0 3.0
Minimum Green [s] 5 0 10 0 0 5 10
Lead / Lag Lead - - - - Lead -
Split [s] 20 0 23 0 0 17 40
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
l2, Clearance Lost Time [s] 2.0 0.0 2.0 0.0 0.0 2.0 2.0 l1, Start-Up Lost Time [s] 2.0 0.0 2.0 0.0 0.0 2.0 2.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 10 0 10 0 0 0 10
Walk [s] 5 0 5 0 0 0 5
All red [s] 1.0 0.0 1.0 0.0 0.0 1.0 1.0
Amber [s] 3.0 0.0 3.0 0.0 0.0 3.0 3.0
Maximum Green [s] 74 0 85 0 0 69 158
Auxiliary Signal Groups
Signal Group 3 0 2 0 0 1 6
Control Type Permissive Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 60
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
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95th-Percentile Queue Length [ft/ln] 25.98 5.81 22.70 25.02 9.31 2.40 95th-Percentile Queue Length [veh/ln] 1.04 0.23 0.91 1.00 0.37 0.10 50th-Percentile Queue Length [ft/ln] 14.44 3.23 12.61 13.90 5.17 1.33 50th-Percentile Queue Length [veh/ln] 0.58 0.13 0.50 0.56 0.21 0.05 Critical Lane Group Yes No No No No Yes
Lane Group LOS B B A A C A
d, Delay for Lane Group [s/veh] 14.94 11.34 6.46 6.74 22.39 3.84 X, volume / capacity 0.62 0.19 0.53 0.52 0.52 0.60
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.57 0.58 0.37 0.69 9.40 0.24 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 11.37 10.76 6.09 6.05 12.99 3.60
c, Capacity [veh/h] 173 154 1169 599 44 2401
s, saturation flow rate [veh/h] 1434 1280 2867 1470 1434 4102 (v / s)_i Volume / Saturation Flow Rate 0.07 0.02 0.22 0.21 0.02 0.35 g / C, Green / Cycle 0.12 0.12 0.41 0.41 0.03 0.58
g_i, Effective Green Time [s] 3 3 11 11 1 16
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 27 27 27 27 27 27
Lane Group L R C C L C
Lane Group Calculations
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 14.94 11.34 6.54 6.74 22.39 22.39 3.84 Movement LOS B B A A C C A
d_A, Approach Delay [s/veh] 14.17 6.55 4.13
Approach LOS B A A
d_I, Intersection Delay [s/veh] 5.56
Intersection LOS A
Intersection V/C 0.424
Emissions
Vehicle Miles Traveled [mph] 5.01 1.36 28.93 14.47 0.75 46.81 Stops [stops/h] 76.76 17.16 134.14 73.91 27.50 21.27
Fuel consumption [US gal/h] 1.09 0.25 3.17 1.67 0.40 3.01 CO [g/h] 76.43 17.32 221.48 116.65 28.09 210.05
NOx [g/h] 14.87 3.37 43.09 22.70 5.47 40.87
VOC [g/h] 17.71 4.01 51.33 27.04 6.51 48.68
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 0.0 0.0
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] 6.04 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 1.945 0.000 0.000 Crosswalk LOS A F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1182 1403 2659 d_b, Bicycle Delay [s] 2.27 1.21 1.47
I_b,int, Bicycle LOS Score for Intersection 1.560 2.071 2.360 Bicycle LOS A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - - - - - - - - - - - - - -
Ring 1 1 2 3 - - - - - - - - - - - - -
Sequence
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Volume to Capacity (v/c): 0.013
Level Of Service: A
Delay (sec / veh): 0.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 33: Project Dwy/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 0 0 829 1270 0
Total 15-Minute Volume [veh/h] 0 0 0 207 318 0
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 0.2900 Total Hourly Volume [veh/h] 0 0 0 829 1270 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 829 1270 0
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Volumes
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Intersection LOS A
d_I, Intersection Delay [s/veh] 0.00
Approach LOS B A A
d_A, Approach Delay [s/veh] 14.97 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 0.00 Movement LOS B A A A
d_M, Delay for Movement [s/veh] 0.00 14.97 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.00 0.00 0.01 0.01 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane
Priority Scheme Stop Free Free
Intersection Settings
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Volume to Capacity (v/c): 0.331
Level Of Service: A
Delay (sec / veh): 3.5
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 44: Palm Ave/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 200.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right U-turn Left Thru Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Yorba Linda Blvd
Intersection Setup
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Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 45 27 4 11 986 1261 27
Total 15-Minute Volume [veh/h] 11 7 1 3 246 315 7
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8472 0.8472 0.8370 0.8370 0.8370 0.9006 0.9006 Total Hourly Volume [veh/h] 38 23 3 9 825 1136 24
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 38 23 3 9 825 1136 24
Name Yorba Linda Blvd
Volumes
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No
Maximum Recall No No No
Minimum Recall No No No
Vehicle Extension [s] 3.0 0.0 0.0 0.0 3.0 3.0 0.0
Minimum Green [s] 5 0 0 0 10 10 0
Lead / Lag Lead - - - - - -
Split [s] 37 0 0 0 43 43 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
l2, Clearance Lost Time [s] 2.0 0.0 0.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 0.0 0.0 0.0 2.0 2.0 0.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 27 0 0 0 10 10 0
Walk [s] 5 0 0 0 5 5 0
All red [s] 1.0 0.0 0.0 0.0 1.0 1.0 0.0
Amber [s] 3.0 0.0 0.0 0.0 3.0 3.0 0.0
Maximum Green [s] 51 0 0 0 61 61 0
Auxiliary Signal Groups
Signal Group 7 0 0 0 2 6 0
Control Type Permissive Permissive Permissive Permissive Permissive Permissive Permissive Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 80
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
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95th-Percentile Queue Length [ft/ln] 8.99 5.23 1.42 1.22 2.79 5.14 95th-Percentile Queue Length [veh/ln] 0.36 0.21 0.06 0.05 0.11 0.21 50th-Percentile Queue Length [ft/ln] 5.00 2.90 0.79 0.68 1.55 2.86 50th-Percentile Queue Length [veh/ln] 0.20 0.12 0.03 0.03 0.06 0.11 Critical Lane Group Yes No No No Yes No
Lane Group LOS B B A A A A
d, Delay for Lane Group [s/veh] 11.85 10.95 6.14 2.96 3.35 3.52 X, volume / capacity 0.39 0.26 0.03 0.43 0.53 0.51
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 2.14 1.34 0.03 0.13 0.28 0.49 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 9.72 9.61 6.11 2.84 3.07 3.03
c, Capacity [veh/h] 115 103 429 2298 1606 834
s, saturation flow rate [veh/h] 1434 1280 386 4102 2867 1489 (v / s)_i Volume / Saturation Flow Rate 0.03 0.02 0.04 0.24 0.30 0.29 g / C, Green / Cycle 0.08 0.08 0.56 0.56 0.56 0.56
g_i, Effective Green Time [s] 2 2 13 13 13 13
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 2.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 22 22 22 22 22 22
Lane Group L R L C C C
Lane Group Calculations
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 11.85 10.95 6.14 6.14 2.96 3.41 3.52 Movement LOS B B A A A A A
d_A, Approach Delay [s/veh] 11.51 3.01 3.41
Approach LOS B A A
d_I, Intersection Delay [s/veh] 3.49
Intersection LOS A
Intersection V/C 0.331
Emissions
Vehicle Miles Traveled [mph] 1.06 0.64 2.55 167.76 25.86 12.93 Stops [stops/h] 32.18 18.71 5.08 13.07 19.97 18.41
Fuel consumption [US gal/h] 0.33 0.19 0.16 6.73 1.71 0.95 CO [g/h] 23.07 13.27 11.19 470.56 119.39 66.50
NOx [g/h] 4.49 2.58 2.18 91.55 23.23 12.94
VOC [g/h] 5.35 3.07 2.59 109.06 27.67 15.41
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 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] 0.00 3.99 3.99
I_p,int, Pedestrian LOS Score for Intersectio 0.000 2.953 2.868 Crosswalk LOS F C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 2952 3489 3489 d_b, Bicycle Delay [s] 2.53 6.20 6.20
I_b,int, Bicycle LOS Score for Intersection 1.560 2.104 2.268 Bicycle LOS A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 - - - - - - - - - - - - -
Ring 1 - 2 - - - - - - - - - - - - - -
Sequence
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Turning Movement Volume: Summary
Report File: C:\...\Existing AM.pdf 10/27/2025
Vistro File: C:\...\25-062 10.24.2025 - Queuing Scenario 1 Existing AM Analysis.vistro
25-062 Yorba Linda Housing Elements
2058
Total
Volume
24 Right
1136
Thru
Westbound
825
Thru
9 Left
3 U-T
Eastbound
23 Right
38 Left
Southbound
44 Palm Ave/Yorba Linda Blvd
ID Intersection Name
2099
Total
Volume
0 Right
1270
Thru
Westbound
829
Thru
Eastbound
0 Right
Southbound
33 Project Dwy/Yorba Linda Blvd
ID Intersection Name
2212
Total
Volume
1248
Thru
18 Left
2 U-T
Westbound
39 Right
806
Thru
Eastbound
21 Right
78 Left
Northbound
2 S Ohio St/Yorba Linda Blvd
ID Intersection Name
2215
Total
Volume
19 Right
1305
Thru
Westbound
819
Thru
11 Left
2 U-T
Eastbound
35 Right
1 Thru
22 Left
0 U-T
Southbound
1 Right
0 Thru
0 Left
Northbound
1 Ohio St/Yorba Linda Blvd
ID Intersection Name
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Intersection Analysis Summary
Report File: C:\...\Existing PM.pdf 10/27/2025
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25-062 Yorba Linda Housing Elements
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.

SB Left 0.362 3.0 A
HCM 7th
Edition 44 Palm Ave/Yorba Linda Blvd Signalized
EB Thru 0.014 0.0 A
HCM 7th
Edition 33 Project Dwy/Yorba Linda Blvd Two-way stop
WB Left 0.408 5.5 A
HCM 7th
Edition 2 S Ohio St/Yorba Linda Blvd Signalized
EB Left 0.382 5.6 A
HCM 7th
Edition 1 Ohio St/Yorba Linda Blvd Signalized
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 25-062 Yorba Linda Housing Elements 1
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Volume to Capacity (v/c): 0.382
Level Of Service: A
Delay (sec / veh): 5.6
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 1: Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.0 100.0 100.0 50.00 200.0 100.0 100.0 100.0 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 1 0 0 0 0 0 0 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right U-tu Left Thru Right U-tu Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
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Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 4 0 0 0 26 0 30 0 18 1471 0 0 1124 28 Total 15-Minute Volume [veh/h] 1 0 0 0 6 0 7 0 4 368 0 0 281 7 Other Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Peak Hour Factor 0.2500 0.2500 0.2500 1.000 0.770 0.770 0.770 0.970 0.970 0.970 1.000 1.0000 0.9200 0.9200 Total Hourly Volume [veh/h] 1 0 0 0 20 0 23 0 17 1427 0 0 1034 26 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 1 0 0 0 20 0 23 0 17 1427 0 0 1034 26 Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Volumes
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No
Maximum Recall No No No No No
Minimum Recall No No No No No
Vehicle Extension [s] 0.0 3.0 0.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 0 10 0 0 0 10 0 0 5 10 0 0 10 0
Lead / Lag - - - - - - - - Lead - - - - -
Split [s] 0 32 0 0 0 32 0 0 26 63 0 0 37 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 23 0 0 0 10 0 0 0 10 0 0 13 0 Walk [s] 0 5 0 0 0 5 0 0 0 5 0 0 5 0
All red [s] 0.0 1.0 0.0 0.0 0.0 1.0 0.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 Maximum Green [s] 0 69 0 0 0 69 0 0 69 163 0 0 90 0
Auxiliary Signal Groups
Signal Group 0 6 0 0 0 2 0 0 3 8 0 0 4 0
Control Type Permiss Permiss Permiss Permi Permi Permi Permi Permi Prote Permi Permi Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 95
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
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95th-Percentile Queue Length [ft/ln] 0.91 5.13 6.68 8.68 2.48 32.20 35.11 95th-Percentile Queue Length [veh/ln] 0.04 0.21 0.27 0.35 0.10 1.29 1.40 50th-Percentile Queue Length [ft/ln] 0.51 2.85 3.71 4.82 1.38 17.89 19.51 50th-Percentile Queue Length [veh/ln] 0.02 0.11 0.15 0.19 0.06 0.72 0.78 Critical Lane Group No No Yes No Yes No No
Lane Group LOS B B B C A A A
d, Delay for Lane Group [s/veh] 13.11 11.16 11.70 25.60 3.95 6.90 7.21 X, volume / capacity 0.01 0.06 0.18 0.52 0.60 0.62 0.60 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.02 0.06 0.53 11.76 0.24 0.52 0.91 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 13.09 11.10 11.16 13.83 3.70 6.37 6.29 c, Capacity [veh/h] 308 434 164 34 2432 1232 639
s, saturation flow rate [veh/h] 446 1431 1280 1434 4102 2867 1487 (v / s)_i Volume / Saturation Flow Rate 0.01 0.02 0.02 0.01 0.36 0.27 0.26 g / C, Green / Cycle 0.13 0.13 0.13 0.02 0.59 0.43 0.43 g_i, Effective Green Time [s] 4 4 4 1 17 12 12
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 29 29 29 29 29 29 29
Lane Group C C R L C C C
Lane Group Calculations
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 13.11 13.11 13.11 11.16 11.16 11.16 11.70 25.60 25.60 3.95 0.00 0.00 6.99 7.21 Movement LOS B B B B B B B C C A A A
d_A, Approach Delay [s/veh] 13.11 11.45 4.21 7.00
Approach LOS B B A A
d_I, Intersection Delay [s/veh] 5.56
Intersection LOS A
Intersection V/C 0.382
Emissions
Vehicle Miles Traveled [mph] 0.09 1.55 1.79 1.32 107.47 30.45 15.22 Stops [stops/h] 2.55 14.35 18.69 24.29 20.80 180.29 98.31 Fuel consumption [US gal/h] 0.03 0.20 0.25 0.38 5.24 3.94 2.07 CO [g/h] 1.99 14.13 17.36 26.53 365.95 275.37 144.98
NOx [g/h] 0.39 2.75 3.38 5.16 71.20 53.58 28.21
VOC [g/h] 0.46 3.28 4.02 6.15 84.81 63.82 33.60
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 6.70 0.00 6.70
I_p,int, Pedestrian LOS Score for Intersectio 0.000 1.944 0.000 2.997 Crosswalk LOS F A F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1960 1960 4130 2310 d_b, Bicycle Delay [s] 0.01 0.01 16.20 0.34
I_b,int, Bicycle LOS Score for Intersection 1.566 1.609 2.369 2.193 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
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Volume to Capacity (v/c): 0.408
Level Of Service: A
Delay (sec / veh): 5.5
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 2: S Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 90.00 100.00 100.00 205.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Thru Right U-turn Left Thru Lane Configuration
Approach Northbound Eastbound Westbound
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
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Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 69 27 1452 54 2 12 1107
Total 15-Minute Volume [veh/h] 17 7 363 14 1 3 277
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.6700 0.6700 0.9600 0.9600 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 46 18 1394 52 2 11 1018
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 46 18 1394 52 2 11 1018
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Volumes
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
Vehicle Extension [s] 3.0 0.0 3.0 0.0 0.0 3.0 3.0
Minimum Green [s] 5 0 10 0 0 5 10
Lead / Lag Lead - - - - Lead -
Split [s] 17 0 27 0 0 16 43
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
l2, Clearance Lost Time [s] 2.0 0.0 2.0 0.0 0.0 2.0 2.0 l1, Start-Up Lost Time [s] 2.0 0.0 2.0 0.0 0.0 2.0 2.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 10 0 10 0 0 0 10
Walk [s] 5 0 5 0 0 0 5
All red [s] 1.0 0.0 1.0 0.0 0.0 1.0 1.0
Amber [s] 3.0 0.0 3.0 0.0 0.0 3.0 3.0
Maximum Green [s] 68 0 95 0 0 65 164
Auxiliary Signal Groups
Signal Group 3 0 2 0 0 1 6
Control Type Permissive Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 60
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
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95th-Percentile Queue Length [ft/ln] 20.18 7.14 38.32 42.44 8.05 1.16 95th-Percentile Queue Length [veh/ln] 0.81 0.29 1.53 1.70 0.32 0.05 50th-Percentile Queue Length [ft/ln] 11.21 3.96 21.29 23.58 4.47 0.64 50th-Percentile Queue Length [veh/ln] 0.45 0.16 0.85 0.94 0.18 0.03 Critical Lane Group Yes No Yes No Yes No
Lane Group LOS B B A A C A
d, Delay for Lane Group [s/veh] 16.39 13.86 6.61 7.00 29.30 2.73 X, volume / capacity 0.52 0.23 0.70 0.68 0.52 0.42
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.12 0.97 0.65 1.13 14.40 0.11 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 13.26 12.90 5.96 5.87 14.91 2.62
c, Capacity [veh/h] 133 119 1426 735 27 2652
s, saturation flow rate [veh/h] 1434 1280 2867 1478 1434 4102 (v / s)_i Volume / Saturation Flow Rate 0.05 0.02 0.35 0.34 0.01 0.27 g / C, Green / Cycle 0.09 0.09 0.50 0.50 0.02 0.65
g_i, Effective Green Time [s] 3 3 15 15 1 20
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 31 31 31 31 31 31
Lane Group L R C C L C
Lane Group Calculations
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 16.39 13.86 6.73 7.00 29.30 29.30 2.73 Movement LOS B B A A C C A
d_A, Approach Delay [s/veh] 15.68 6.74 3.06
Approach LOS B A A
d_I, Intersection Delay [s/veh] 5.54
Intersection LOS A
Intersection V/C 0.408
Emissions
Vehicle Miles Traveled [mph] 3.23 1.26 39.80 19.90 0.53 41.75 Stops [stops/h] 52.82 18.68 200.57 111.08 21.08 9.11
Fuel consumption [US gal/h] 0.75 0.26 4.75 2.52 0.31 2.20 CO [g/h] 52.46 18.51 331.81 176.11 21.63 153.76
NOx [g/h] 10.21 3.60 64.56 34.26 4.21 29.92
VOC [g/h] 12.16 4.29 76.90 40.82 5.01 35.64
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 0.0 0.0
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] 7.61 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 1.940 0.000 0.000 Crosswalk LOS A F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 851 1505 2552 d_b, Bicycle Delay [s] 5.05 0.94 1.16
I_b,int, Bicycle LOS Score for Intersection 1.560 2.388 2.175 Bicycle LOS A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - - - - - - - - - - - - - -
Ring 1 1 2 3 - - - - - - - - - - - - -
Sequence
25-062 Yorba Linda Housing Elements 11
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Volume to Capacity (v/c): 0.014
Level Of Service: A
Delay (sec / veh): 0.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 33: Project Dwy/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 0 0 1419 1118 0
Total 15-Minute Volume [veh/h] 0 0 0 355 280 0
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 0 0 1419 1118 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 1419 1118 0
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Volumes
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Intersection LOS A
d_I, Intersection Delay [s/veh] 0.00
Approach LOS B A A
d_A, Approach Delay [s/veh] 13.90 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 0.00 Movement LOS B A A A
d_M, Delay for Movement [s/veh] 0.00 13.90 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.00 0.00 0.01 0.01 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane
Priority Scheme Stop Free Free
Intersection Settings
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Volume to Capacity (v/c): 0.362
Level Of Service: A
Delay (sec / veh): 3.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 44: Palm Ave/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 200.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right U-turn Left Thru Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Yorba Linda Blvd
Intersection Setup
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Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 27 21 1 25 1406 912 28
Total 15-Minute Volume [veh/h] 7 5 0 6 352 228 7
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7500 0.7500 0.9777 0.9777 0.9777 0.9883 0.9883 Total Hourly Volume [veh/h] 20 16 1 24 1375 901 28
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 20 16 1 24 1375 901 28
Name Yorba Linda Blvd
Volumes
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No
Maximum Recall No No No
Minimum Recall No No No
Vehicle Extension [s] 3.0 0.0 0.0 0.0 3.0 3.0 0.0
Minimum Green [s] 5 0 0 0 10 10 0
Lead / Lag Lead - - - - - -
Split [s] 36 0 0 0 44 44 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
l2, Clearance Lost Time [s] 2.0 0.0 0.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 0.0 0.0 0.0 2.0 2.0 0.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 27 0 0 0 10 10 0
Walk [s] 5 0 0 0 5 5 0
All red [s] 1.0 0.0 0.0 0.0 1.0 1.0 0.0
Amber [s] 3.0 0.0 0.0 0.0 3.0 3.0 0.0
Maximum Green [s] 51 0 0 0 61 61 0
Auxiliary Signal Groups
Signal Group 7 0 0 0 2 6 0
Control Type Permissive Permissive Permissive Permissive Permissive Permissive Permissive Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 80
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
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95th-Percentile Queue Length [ft/ln] 6.44 5.10 1.73 2.08 1.36 2.58 95th-Percentile Queue Length [veh/ln] 0.26 0.20 0.07 0.08 0.05 0.10 50th-Percentile Queue Length [ft/ln] 3.58 2.83 0.96 1.15 0.75 1.43 50th-Percentile Queue Length [veh/ln] 0.14 0.11 0.04 0.05 0.03 0.06 Critical Lane Group Yes No No Yes No No
Lane Group LOS B B A A A A
d, Delay for Lane Group [s/veh] 12.94 12.76 4.16 3.01 2.49 2.57 X, volume / capacity 0.31 0.27 0.05 0.56 0.36 0.35
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 2.03 1.87 0.04 0.20 0.12 0.23 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 10.91 10.88 4.12 2.81 2.36 2.34
c, Capacity [veh/h] 86 77 528 2501 1748 904
s, saturation flow rate [veh/h] 1434 1280 536 4102 2867 1482 (v / s)_i Volume / Saturation Flow Rate 0.02 0.02 0.05 0.34 0.22 0.21 g / C, Green / Cycle 0.06 0.06 0.61 0.61 0.61 0.61
g_i, Effective Green Time [s] 1 1 15 15 15 15
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 2.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 24 24 24 24 24 24
Lane Group L R L C C C
Lane Group Calculations
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 12.94 12.76 4.16 4.16 3.01 2.51 2.57 Movement LOS B B A A A A A
d_A, Approach Delay [s/veh] 12.86 3.03 2.51
Approach LOS B A A
d_I, Intersection Delay [s/veh] 3.02
Intersection LOS A
Intersection V/C 0.362
Emissions
Vehicle Miles Traveled [mph] 0.64 0.50 4.42 239.22 18.87 9.43 Stops [stops/h] 21.33 16.90 5.73 20.67 9.00 8.54
Fuel consumption [US gal/h] 0.22 0.17 0.24 9.63 1.08 0.59 CO [g/h] 15.04 11.77 16.55 673.32 75.59 40.94
NOx [g/h] 2.93 2.29 3.22 131.00 14.71 7.97
VOC [g/h] 3.49 2.73 3.83 156.05 17.52 9.49
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 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] 0.00 4.75 4.75
I_p,int, Pedestrian LOS Score for Intersectio 0.000 2.990 2.887 Crosswalk LOS F C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 2652 3314 3314 d_b, Bicycle Delay [s] 1.28 5.21 5.21
I_b,int, Bicycle LOS Score for Intersection 1.560 2.333 2.077 Bicycle LOS A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 - - - - - - - - - - - - -
Ring 1 - 2 - - - - - - - - - - - - - -
Sequence
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Turning Movement Volume: Summary
Report File: C:\...\Existing PM.pdf 10/27/2025
Vistro File: C:\...\25-062 10.24.2025 - Queuing Scenario 2 Existing PM Analysis.vistro
25-062 Yorba Linda Housing Elements
2365
Total
Volume
28 Right
901
Thru
Westbound
1375
Thru
24 Left
1 U-T
Eastbound
16 Right
20 Left
Southbound
44 Palm Ave/Yorba Linda Blvd
ID Intersection Name
2537
Total
Volume
0 Right
1118
Thru
Westbound
1419
Thru
Eastbound
0 Right
Southbound
33 Project Dwy/Yorba Linda Blvd
ID Intersection Name
2541
Total
Volume
1018
Thru
11 Left
2 U-T
Westbound
52 Right
1394
Thru
Eastbound
18 Right
46 Left
Northbound
2 S Ohio St/Yorba Linda Blvd
ID Intersection Name
2548
Total
Volume
26 Right
1034
Thru
Westbound
1427
Thru
17 Left
0 U-T
Eastbound
23 Right
0 Thru
20 Left
0 U-T
Southbound
0 Right
0 Thru
1 Left
Northbound
1 Ohio St/Yorba Linda Blvd
ID Intersection Name
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Intersection Analysis Summary
Report File: C:\...\Existing With Project AM.pdf 10/27/2025 Vistro File: C:\...\25-062 10.24.2025 - Queuing Scenario 3 Existing With Project AM Analysis.vistro
25-062 Yorba Linda Housing Elements
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.

SB Left 0.332 3.5 A
HCM 7th
Edition 44 Palm Ave/Yorba Linda Blvd Signalized
SB Right 0.053 15.7 C
HCM 7th
Edition 33 Project Dwy/Yorba Linda Blvd Two-way stop
WB Left 0.427 5.7 A
HCM 7th
Edition 2 S Ohio St/Yorba Linda Blvd Signalized
EB Left 0.384 6.2 A
HCM 7th
Edition 1 Ohio St/Yorba Linda Blvd Signalized
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 25-062 Yorba Linda Housing Elements 1
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Volume to Capacity (v/c): 0.384
Level Of Service: A
Delay (sec / veh): 6.2
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 1: Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.0 100.0 100.0 50.00 200.0 100.0 100.0 100.0 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 1 0 0 0 0 0 0 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right U-tu Left Thru Right U-tu Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
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Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 0 0 4 0 24 1 38 2 12 893 0 0 1461 21 Total 15-Minute Volume [veh/h] 0 0 1 0 6 0 10 1 3 223 0 0 365 5 Other Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Peak Hour Factor 0.2500 0.2500 0.2500 1.000 0.910 0.910 0.910 0.920 0.920 0.920 1.000 1.0000 0.9000 0.9000 Total Hourly Volume [veh/h] 0 0 1 0 22 1 35 2 11 822 0 0 1315 19 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 3 0 0 10 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 1 0 22 1 35 2 11 819 0 0 1305 19 Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Volumes
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No
Maximum Recall No No No No No
Minimum Recall No No No No No
Vehicle Extension [s] 0.0 3.0 0.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 0 10 0 0 0 10 0 0 5 10 0 0 10 0
Lead / Lag - - - - - - - - Lead - - - - -
Split [s] 0 32 0 0 0 32 0 0 16 48 0 0 32 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 23 0 0 0 10 0 0 0 10 0 0 13 0 Walk [s] 0 5 0 0 0 5 0 0 0 5 0 0 5 0
All red [s] 0.0 1.0 0.0 0.0 0.0 1.0 0.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 Maximum Green [s] 0 67 0 0 0 67 0 0 66 165 0 0 95 0
Auxiliary Signal Groups
Signal Group 0 6 0 0 0 2 0 0 3 8 0 0 4 0
Control Type Permiss Permiss Permiss Permi Permi Permi Permi Permi Prote Permi Permi Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 80
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
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95th-Percentile Queue Length [ft/ln] 0.97 6.00 10.11 8.53 2.67 53.09 56.62 95th-Percentile Queue Length [veh/ln] 0.04 0.24 0.40 0.34 0.11 2.12 2.26 50th-Percentile Queue Length [ft/ln] 0.54 3.34 5.62 4.74 1.48 29.49 31.46 50th-Percentile Queue Length [veh/ln] 0.02 0.13 0.22 0.19 0.06 1.18 1.26 Critical Lane Group No No Yes Yes No Yes No
Lane Group LOS B B B C A A A
d, Delay for Lane Group [s/veh] 12.30 12.52 13.25 30.85 3.10 7.48 7.81 X, volume / capacity 0.01 0.06 0.22 0.52 0.35 0.72 0.69 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.02 0.07 0.63 14.93 0.08 0.72 1.19 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 12.28 12.46 12.62 15.92 3.01 6.76 6.62 c, Capacity [veh/h] 283 398 173 27 2545 1375 717
s, saturation flow rate [veh/h] 1280 1352 1280 1434 4102 2867 1495 (v / s)_i Volume / Saturation Flow Rate 0.00 0.02 0.03 0.01 0.22 0.34 0.33 g / C, Green / Cycle 0.13 0.13 0.13 0.02 0.62 0.48 0.48 g_i, Effective Green Time [s] 4 4 4 1 20 16 16
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 33 33 33 33 33 33 33
Lane Group C C R L C C C
Lane Group Calculations
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 12.30 12.30 12.30 12.52 12.52 12.52 13.25 30.85 30.85 3.10 0.00 0.00 7.59 7.81 Movement LOS B B B B B B B C C A A A
d_A, Approach Delay [s/veh] 12.30 12.96 3.52 7.59
Approach LOS B B A A
d_I, Intersection Delay [s/veh] 6.23
Intersection LOS A
Intersection V/C 0.384
Emissions
Vehicle Miles Traveled [mph] 0.07 1.45 2.20 1.01 64.59 46.16 23.08 Stops [stops/h] 2.37 14.72 24.78 20.91 19.60 260.28 138.79 Fuel consumption [US gal/h] 0.03 0.20 0.33 0.33 3.07 5.71 2.98 CO [g/h] 1.83 14.31 23.08 23.04 214.49 399.42 207.98
NOx [g/h] 0.36 2.78 4.49 4.48 41.73 77.71 40.47
VOC [g/h] 0.42 3.32 5.35 5.34 49.71 92.57 48.20
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 8.56 0.00 8.56
I_p,int, Pedestrian LOS Score for Intersectio 0.000 1.949 0.000 2.951 Crosswalk LOS F A F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1716 1716 2696 1716 d_b, Bicycle Delay [s] 0.33 0.33 1.98 0.33
I_b,int, Bicycle LOS Score for Intersection 1.566 1.624 2.052 2.375 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
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Volume to Capacity (v/c): 0.427
Level Of Service: A
Delay (sec / veh): 5.7
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 2: S Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 90.00 100.00 100.00 205.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Thru Right U-turn Left Thru Lane Configuration
Approach Northbound Eastbound Westbound
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
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Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 107 29 889 43 13 21 1446
Total 15-Minute Volume [veh/h] 27 7 222 11 3 5 361
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7300 0.7300 0.9100 0.9100 0.8700 0.8700 0.8700 Total Hourly Volume [veh/h] 78 21 809 39 11 18 1258
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 3 0 9 0 10
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 78 21 806 39 2 18 1248
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Volumes
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
Vehicle Extension [s] 3.0 0.0 3.0 0.0 0.0 3.0 3.0
Minimum Green [s] 5 0 10 0 0 5 10
Lead / Lag Lead - - - - Lead -
Split [s] 20 0 23 0 0 17 40
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
l2, Clearance Lost Time [s] 2.0 0.0 2.0 0.0 0.0 2.0 2.0 l1, Start-Up Lost Time [s] 2.0 0.0 2.0 0.0 0.0 2.0 2.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 10 0 10 0 0 0 10
Walk [s] 5 0 5 0 0 0 5
All red [s] 1.0 0.0 1.0 0.0 0.0 1.0 1.0
Amber [s] 3.0 0.0 3.0 0.0 0.0 3.0 3.0
Maximum Green [s] 74 0 85 0 0 69 158
Auxiliary Signal Groups
Signal Group 3 0 2 0 0 1 6
Control Type Permissive Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 60
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
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95th-Percentile Queue Length [ft/ln] 26.51 5.93 24.75 27.15 11.92 2.41 95th-Percentile Queue Length [veh/ln] 1.06 0.24 0.99 1.09 0.48 0.10 50th-Percentile Queue Length [ft/ln] 14.73 3.29 13.75 15.09 6.62 1.34 50th-Percentile Queue Length [veh/ln] 0.59 0.13 0.55 0.60 0.26 0.05 Critical Lane Group Yes No No No No Yes
Lane Group LOS B B A A C A
d, Delay for Lane Group [s/veh] 15.15 11.49 6.70 7.00 20.32 3.82 X, volume / capacity 0.62 0.19 0.54 0.53 0.55 0.60
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.63 0.59 0.40 0.73 7.41 0.24 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 11.51 10.90 6.31 6.26 12.90 3.59
c, Capacity [veh/h] 172 154 1149 589 62 2417
s, saturation flow rate [veh/h] 1434 1280 2867 1470 1434 4102 (v / s)_i Volume / Saturation Flow Rate 0.07 0.02 0.22 0.21 0.02 0.35 g / C, Green / Cycle 0.12 0.12 0.40 0.40 0.04 0.59
g_i, Effective Green Time [s] 3 3 11 11 1 16
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 27 27 27 27 27 27
Lane Group L R C C L C
Lane Group Calculations
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 15.15 11.49 6.79 7.00 20.32 20.32 3.82 Movement LOS B B A A C C A
d_A, Approach Delay [s/veh] 14.37 6.80 4.20
Approach LOS B A A
d_I, Intersection Delay [s/veh] 5.70
Intersection LOS A
Intersection V/C 0.427
Emissions
Vehicle Miles Traveled [mph] 5.01 1.36 29.03 14.51 1.11 47.20 Stops [stops/h] 77.41 17.30 144.57 79.29 34.80 21.11
Fuel consumption [US gal/h] 1.10 0.25 3.31 1.74 0.52 3.02 CO [g/h] 77.10 17.45 231.22 121.72 36.50 211.32
NOx [g/h] 15.00 3.40 44.99 23.68 7.10 41.12
VOC [g/h] 17.87 4.04 53.59 28.21 8.46 48.98
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 0.0 0.0
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] 6.18 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 1.946 0.000 0.000 Crosswalk LOS A F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1168 1387 2628 d_b, Bicycle Delay [s] 2.37 1.29 1.35
I_b,int, Bicycle LOS Score for Intersection 1.560 2.072 2.366 Bicycle LOS A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - - - - - - - - - - - - - -
Ring 1 1 2 3 - - - - - - - - - - - - -
Sequence
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Volume to Capacity (v/c): 0.053
Level Of Service: C
Delay (sec / veh): 15.7
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 33: Project Dwy/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 19 0 841 1270 21
Total 15-Minute Volume [veh/h] 0 5 0 210 318 5
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 0.2900 Total Hourly Volume [veh/h] 0 19 0 841 1270 6
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 19 0 12 0 6
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 829 1270 0
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Volumes
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Intersection LOS C
d_I, Intersection Delay [s/veh] 0.14
Approach LOS C A A
d_A, Approach Delay [s/veh] 15.70 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.00 4.22 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.00 0.17 0.00 0.00 0.00 0.00 Movement LOS C A A A
d_M, Delay for Movement [s/veh] 0.00 15.70 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.05 0.00 0.01 0.01 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane
Priority Scheme Stop Free Free
Intersection Settings
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Volume to Capacity (v/c): 0.332
Level Of Service: A
Delay (sec / veh): 3.5
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 44: Palm Ave/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 200.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right U-turn Left Thru Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Yorba Linda Blvd
Intersection Setup
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Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 45 27 7 11 996 1265 27
Total 15-Minute Volume [veh/h] 11 7 2 3 249 316 7
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8472 0.8472 0.8370 0.8370 0.8370 0.9006 0.9006 Total Hourly Volume [veh/h] 38 23 6 9 834 1139 24
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 3 0 9 3 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 38 23 3 9 825 1136 24
Name Yorba Linda Blvd
Volumes
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No
Maximum Recall No No No
Minimum Recall No No No
Vehicle Extension [s] 3.0 0.0 0.0 0.0 3.0 3.0 0.0
Minimum Green [s] 5 0 0 0 10 10 0
Lead / Lag Lead - - - - - -
Split [s] 37 0 0 0 43 43 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
l2, Clearance Lost Time [s] 2.0 0.0 0.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 0.0 0.0 0.0 2.0 2.0 0.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 27 0 0 0 10 10 0
Walk [s] 5 0 0 0 5 5 0
All red [s] 1.0 0.0 0.0 0.0 1.0 1.0 0.0
Amber [s] 3.0 0.0 0.0 0.0 3.0 3.0 0.0
Maximum Green [s] 51 0 0 0 61 61 0
Auxiliary Signal Groups
Signal Group 7 0 0 0 2 6 0
Control Type Permissive Permissive Permissive Permissive Permissive Permissive Permissive Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 80
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
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95th-Percentile Queue Length [ft/ln] 9.18 5.34 1.73 1.22 2.75 5.08 95th-Percentile Queue Length [veh/ln] 0.37 0.21 0.07 0.05 0.11 0.20 50th-Percentile Queue Length [ft/ln] 5.10 2.96 0.96 0.68 1.53 2.82 50th-Percentile Queue Length [veh/ln] 0.20 0.12 0.04 0.03 0.06 0.11 Critical Lane Group Yes No No No Yes No
Lane Group LOS B B A A A A
d, Delay for Lane Group [s/veh] 12.01 11.09 6.16 2.94 3.32 3.48 X, volume / capacity 0.39 0.26 0.04 0.43 0.53 0.51
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 2.15 1.35 0.04 0.13 0.27 0.48 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 9.85 9.75 6.12 2.82 3.05 3.00
c, Capacity [veh/h] 115 103 427 2318 1620 842
s, saturation flow rate [veh/h] 1434 1280 384 4102 2867 1489 (v / s)_i Volume / Saturation Flow Rate 0.03 0.02 0.05 0.24 0.30 0.29 g / C, Green / Cycle 0.08 0.08 0.57 0.57 0.57 0.57
g_i, Effective Green Time [s] 2 2 13 13 13 13
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 2.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 23 23 23 23 23 23
Lane Group L R L C C C
Lane Group Calculations
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 12.01 11.09 6.16 6.16 2.94 3.37 3.48 Movement LOS B B A A A A A
d_A, Approach Delay [s/veh] 11.66 3.00 3.37
Approach LOS B A A
d_I, Intersection Delay [s/veh] 3.47
Intersection LOS A
Intersection V/C 0.332
Emissions
Vehicle Miles Traveled [mph] 1.06 0.64 3.06 169.46 25.94 12.97 Stops [stops/h] 32.40 18.84 6.10 12.92 19.45 17.94
Fuel consumption [US gal/h] 0.33 0.19 0.19 6.79 1.70 0.95 CO [g/h] 23.26 13.37 13.43 474.87 118.97 66.12
NOx [g/h] 4.52 2.60 2.61 92.39 23.15 12.87
VOC [g/h] 5.39 3.10 3.11 110.05 27.57 15.33
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 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] 0.00 4.12 4.12
I_p,int, Pedestrian LOS Score for Intersectio 0.000 2.962 2.872 Crosswalk LOS F C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 2912 3442 3442 d_b, Bicycle Delay [s] 2.36 5.89 5.89
I_b,int, Bicycle LOS Score for Intersection 1.560 2.111 2.270 Bicycle LOS A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 - - - - - - - - - - - - -
Ring 1 - 2 - - - - - - - - - - - - - -
Sequence
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Turning Movement Volume: Summary
Report File: C:\...\Existing With Project AM.pdf 10/27/2025 Vistro File: C:\...\25-062 10.24.2025 - Queuing Scenario 3 Existing With Project AM Analysis.vistro
25-062 Yorba Linda Housing Elements
2073
Total
Volume
24 Right
1139
Thru
Westbound
834
Thru
9 Left
6 U-T
Eastbound
23 Right
38 Left
Southbound
44 Palm Ave/Yorba Linda Blvd
ID Intersection Name
2136
Total
Volume
6 Right
1270
Thru
Westbound
841
Thru
Eastbound
19 Right
Southbound
33 Project Dwy/Yorba Linda Blvd
ID Intersection Name
2234
Total
Volume
1258
Thru
18 Left
11 U-T
Westbound
39 Right
809
Thru
Eastbound
21 Right
78 Left
Northbound
2 S Ohio St/Yorba Linda Blvd
ID Intersection Name
2228
Total
Volume
19 Right
1315
Thru
Westbound
822
Thru
11 Left
2 U-T
Eastbound
35 Right
1 Thru
22 Left
0 U-T
Southbound
1 Right
0 Thru
0 Left
Northbound
1 Ohio St/Yorba Linda Blvd
ID Intersection Name
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Intersection Analysis Summary
Report File: C:\...\Existing With Project PM.pdf 10/27/2025 Vistro File: C:\...\25-062 10.24.2025 - Queuing Scenario 4 Existing With Project PM Analysis.vistro
25-062 Yorba Linda Housing Elements
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.

SB Left 0.363 3.0 A
HCM 7th
Edition 44 Palm Ave/Yorba Linda Blvd Signalized
SB Right 0.030 14.3 B
HCM 7th
Edition 33 Project Dwy/Yorba Linda Blvd Two-way stop
WB Left 0.415 5.7 A
HCM 7th
Edition 2 S Ohio St/Yorba Linda Blvd Signalized
EB Left 0.384 5.5 A
HCM 7th
Edition 1 Ohio St/Yorba Linda Blvd Signalized
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 25-062 Yorba Linda Housing Elements 1
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Volume to Capacity (v/c): 0.384
Level Of Service: A
Delay (sec / veh): 5.5
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 1: Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.0 100.0 100.0 50.00 200.0 100.0 100.0 100.0 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 1 0 0 0 0 0 0 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right U-tu Left Thru Right U-tu Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
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Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 4 0 0 0 26 0 30 0 18 1481 0 0 1130 28 Total 15-Minute Volume [veh/h] 1 0 0 0 6 0 7 0 4 370 0 0 283 7 Other Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Peak Hour Factor 0.2500 0.2500 0.2500 1.000 0.770 0.770 0.770 0.970 0.970 0.970 1.000 1.0000 0.9200 0.9200 Total Hourly Volume [veh/h] 1 0 0 0 20 0 23 0 17 1437 0 0 1040 26 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 10 0 0 6 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 1 0 0 0 20 0 23 0 17 1427 0 0 1034 26 Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Volumes
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No
Maximum Recall No No No No No
Minimum Recall No No No No No
Vehicle Extension [s] 0.0 3.0 0.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 0 10 0 0 0 10 0 0 5 10 0 0 10 0
Lead / Lag - - - - - - - - Lead - - - - -
Split [s] 0 32 0 0 0 32 0 0 26 63 0 0 37 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 23 0 0 0 10 0 0 0 10 0 0 13 0 Walk [s] 0 5 0 0 0 5 0 0 0 5 0 0 5 0
All red [s] 0.0 1.0 0.0 0.0 0.0 1.0 0.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 Maximum Green [s] 0 69 0 0 0 69 0 0 69 163 0 0 90 0
Auxiliary Signal Groups
Signal Group 0 6 0 0 0 2 0 0 3 8 0 0 4 0
Control Type Permiss Permiss Permiss Permi Permi Permi Permi Permi Prote Permi Permi Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 95
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
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95th-Percentile Queue Length [ft/ln] 0.93 5.22 6.79 8.76 2.48 32.58 35.44 95th-Percentile Queue Length [veh/ln] 0.04 0.21 0.27 0.35 0.10 1.30 1.42 50th-Percentile Queue Length [ft/ln] 0.51 2.90 3.77 4.86 1.38 18.10 19.69 50th-Percentile Queue Length [veh/ln] 0.02 0.12 0.15 0.19 0.06 0.72 0.79 Critical Lane Group No No Yes No Yes No No
Lane Group LOS B B B C A A A
d, Delay for Lane Group [s/veh] 13.24 11.29 11.83 25.78 3.94 6.85 7.15 X, volume / capacity 0.01 0.06 0.18 0.52 0.61 0.62 0.60 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.02 0.06 0.53 11.80 0.24 0.51 0.89 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 13.22 11.23 11.29 13.98 3.70 6.35 6.26 c, Capacity [veh/h] 306 431 164 34 2446 1245 646
s, saturation flow rate [veh/h] 450 1431 1280 1434 4102 2867 1487 (v / s)_i Volume / Saturation Flow Rate 0.01 0.02 0.02 0.01 0.36 0.27 0.26 g / C, Green / Cycle 0.13 0.13 0.13 0.02 0.60 0.43 0.43 g_i, Effective Green Time [s] 4 4 4 1 17 13 13
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 29 29 29 29 29 29 29
Lane Group C C R L C C C
Lane Group Calculations
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 13.24 13.24 13.24 11.29 11.29 11.29 11.83 25.78 25.78 3.94 0.00 0.00 6.95 7.15 Movement LOS B B B B B B B C C A A A
d_A, Approach Delay [s/veh] 13.24 11.58 4.20 6.95
Approach LOS B B A A
d_I, Intersection Delay [s/veh] 5.54
Intersection LOS A
Intersection V/C 0.384
Emissions
Vehicle Miles Traveled [mph] 0.09 1.55 1.79 1.32 108.20 30.61 15.30 Stops [stops/h] 2.57 14.46 18.80 24.25 20.64 180.49 98.17 Fuel consumption [US gal/h] 0.03 0.20 0.25 0.38 5.27 3.95 2.07 CO [g/h] 2.00 14.22 17.46 26.55 368.09 275.85 145.02
NOx [g/h] 0.39 2.77 3.40 5.17 71.62 53.67 28.21
VOC [g/h] 0.46 3.30 4.05 6.15 85.31 63.93 33.61
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 6.84 0.00 6.84
I_p,int, Pedestrian LOS Score for Intersectio 0.000 1.945 0.000 3.002 Crosswalk LOS F A F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1939 1939 4086 2285 d_b, Bicycle Delay [s] 0.01 0.01 15.71 0.29
I_b,int, Bicycle LOS Score for Intersection 1.566 1.609 2.374 2.197 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
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Volume to Capacity (v/c): 0.415
Level Of Service: A
Delay (sec / veh): 5.7
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 2: S Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 90.00 100.00 100.00 205.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Thru Right U-turn Left Thru Lane Configuration
Approach Northbound Eastbound Westbound
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
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Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 69 27 1463 54 9 12 1113
Total 15-Minute Volume [veh/h] 17 7 366 14 2 3 278
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.6700 0.6700 0.9600 0.9600 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 46 18 1404 52 8 11 1024
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 10 0 6 0 6
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 46 18 1394 52 2 11 1018
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Volumes
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
Vehicle Extension [s] 3.0 0.0 3.0 0.0 0.0 3.0 3.0
Minimum Green [s] 5 0 10 0 0 5 10
Lead / Lag Lead - - - - Lead -
Split [s] 17 0 27 0 0 16 43
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
l2, Clearance Lost Time [s] 2.0 0.0 2.0 0.0 0.0 2.0 2.0 l1, Start-Up Lost Time [s] 2.0 0.0 2.0 0.0 0.0 2.0 2.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 10 0 10 0 0 0 10
Walk [s] 5 0 5 0 0 0 5
All red [s] 1.0 0.0 1.0 0.0 0.0 1.0 1.0
Amber [s] 3.0 0.0 3.0 0.0 0.0 3.0 3.0
Maximum Green [s] 68 0 95 0 0 65 164
Auxiliary Signal Groups
Signal Group 3 0 2 0 0 1 6
Control Type Permissive Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 60
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
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95th-Percentile Queue Length [ft/ln] 20.82 7.36 41.89 46.03 10.20 1.15 95th-Percentile Queue Length [veh/ln] 0.83 0.29 1.68 1.84 0.41 0.05 50th-Percentile Queue Length [ft/ln] 11.57 4.09 23.27 25.57 5.66 0.64 50th-Percentile Queue Length [veh/ln] 0.46 0.16 0.93 1.02 0.23 0.03 Critical Lane Group Yes No Yes No Yes No
Lane Group LOS B B A A C A
d, Delay for Lane Group [s/veh] 16.77 14.18 6.77 7.16 25.84 2.70 X, volume / capacity 0.52 0.23 0.71 0.69 0.53 0.42
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.19 0.98 0.66 1.15 10.80 0.10 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 13.57 13.20 6.11 6.01 15.04 2.59
c, Capacity [veh/h] 132 118 1427 736 39 2678
s, saturation flow rate [veh/h] 1434 1280 2867 1478 1434 4102 (v / s)_i Volume / Saturation Flow Rate 0.05 0.02 0.35 0.34 0.01 0.27 g / C, Green / Cycle 0.09 0.09 0.50 0.50 0.03 0.65
g_i, Effective Green Time [s] 3 3 16 16 1 20
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 31 31 31 31 31 31
Lane Group L R C C L C
Lane Group Calculations
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 16.77 14.18 6.89 7.16 25.84 25.84 2.70 Movement LOS B B A A C C A
d_A, Approach Delay [s/veh] 16.04 6.90 3.12
Approach LOS B A A
d_I, Intersection Delay [s/veh] 5.66
Intersection LOS A
Intersection V/C 0.415
Emissions
Vehicle Miles Traveled [mph] 3.23 1.26 40.09 20.05 0.79 41.98 Stops [stops/h] 53.34 18.87 214.66 117.93 26.12 8.86
Fuel consumption [US gal/h] 0.76 0.27 4.94 2.61 0.40 2.20 CO [g/h] 53.11 18.73 345.13 182.69 27.64 153.86
NOx [g/h] 10.33 3.64 67.15 35.54 5.38 29.94
VOC [g/h] 12.31 4.34 79.99 42.34 6.41 35.66
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 0.0 0.0
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] 7.91 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 1.942 0.000 0.000 Crosswalk LOS A F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 833 1473 2498 d_b, Bicycle Delay [s] 5.32 1.08 0.97
I_b,int, Bicycle LOS Score for Intersection 1.560 2.394 2.178 Bicycle LOS A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - - - - - - - - - - - - - -
Ring 1 1 2 3 - - - - - - - - - - - - -
Sequence
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Volume to Capacity (v/c): 0.030
Level Of Service: B
Delay (sec / veh): 14.3
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 33: Project Dwy/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 12 0 1435 1118 20
Total 15-Minute Volume [veh/h] 0 3 0 359 280 5
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 12 0 1435 1118 20
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 12 0 16 0 20
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 1419 1118 0
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Volumes
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Intersection LOS B
d_I, Intersection Delay [s/veh] 0.07
Approach LOS B A A
d_A, Approach Delay [s/veh] 14.31 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.00 2.32 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.00 0.09 0.00 0.00 0.00 0.00 Movement LOS B A A A
d_M, Delay for Movement [s/veh] 0.00 14.31 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.03 0.00 0.01 0.01 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane
Priority Scheme Stop Free Free
Intersection Settings
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Volume to Capacity (v/c): 0.363
Level Of Service: A
Delay (sec / veh): 3.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 44: Palm Ave/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 200.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right U-turn Left Thru Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Yorba Linda Blvd
Intersection Setup
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Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 27 21 11 25 1413 922 28
Total 15-Minute Volume [veh/h] 7 5 3 6 353 230 7
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7500 0.7500 0.9777 0.9777 0.9777 0.9883 0.9883 Total Hourly Volume [veh/h] 20 16 11 24 1381 911 28
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 10 0 6 10 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 20 16 1 24 1375 901 28
Name Yorba Linda Blvd
Volumes
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No
Maximum Recall No No No
Minimum Recall No No No
Vehicle Extension [s] 3.0 0.0 0.0 0.0 3.0 3.0 0.0
Minimum Green [s] 5 0 0 0 10 10 0
Lead / Lag Lead - - - - - -
Split [s] 36 0 0 0 44 44 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
l2, Clearance Lost Time [s] 2.0 0.0 0.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 0.0 0.0 0.0 2.0 2.0 0.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 27 0 0 0 10 10 0
Walk [s] 5 0 0 0 5 5 0
All red [s] 1.0 0.0 0.0 0.0 1.0 1.0 0.0
Amber [s] 3.0 0.0 0.0 0.0 3.0 3.0 0.0
Maximum Green [s] 51 0 0 0 61 61 0
Auxiliary Signal Groups
Signal Group 7 0 0 0 2 6 0
Control Type Permissive Permissive Permissive Permissive Permissive Permissive Permissive Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 80
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
25-062 Yorba Linda Housing Elements 16
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95th-Percentile Queue Length [ft/ln] 6.50 5.15 2.38 2.06 1.36 2.58 95th-Percentile Queue Length [veh/ln] 0.26 0.21 0.10 0.08 0.05 0.10 50th-Percentile Queue Length [ft/ln] 3.61 2.86 1.32 1.14 0.76 1.43 50th-Percentile Queue Length [veh/ln] 0.14 0.11 0.05 0.05 0.03 0.06 Critical Lane Group Yes No No Yes No No
Lane Group LOS B B A A A A
d, Delay for Lane Group [s/veh] 13.01 12.84 4.13 2.99 2.48 2.56 X, volume / capacity 0.30 0.26 0.07 0.56 0.36 0.35
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1.88 1.74 0.05 0.20 0.12 0.23 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 11.13 11.11 4.08 2.80 2.35 2.33
c, Capacity [veh/h] 89 80 527 2526 1766 913
s, saturation flow rate [veh/h] 1434 1280 531 4102 2867 1483 (v / s)_i Volume / Saturation Flow Rate 0.02 0.02 0.07 0.34 0.22 0.21 g / C, Green / Cycle 0.06 0.06 0.62 0.62 0.62 0.62
g_i, Effective Green Time [s] 1 1 15 15 15 15
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 2.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 25 25 25 25 25 25
Lane Group L R L C C C
Lane Group Calculations
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 13.01 12.84 4.13 4.13 2.99 2.50 2.56 Movement LOS B B A A A A A
d_A, Approach Delay [s/veh] 12.94 3.02 2.50
Approach LOS B A A
d_I, Intersection Delay [s/veh] 3.02
Intersection LOS A
Intersection V/C 0.363
Emissions
Vehicle Miles Traveled [mph] 0.64 0.50 6.13 240.41 19.07 9.54 Stops [stops/h] 21.08 16.70 7.72 19.99 8.81 8.36
Fuel consumption [US gal/h] 0.21 0.17 0.33 9.67 1.09 0.59 CO [g/h] 14.98 11.71 22.75 675.82 76.11 41.14
NOx [g/h] 2.91 2.28 4.43 131.49 14.81 8.00
VOC [g/h] 3.47 2.71 5.27 156.63 17.64 9.53
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 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] 0.00 4.98 4.98
I_p,int, Pedestrian LOS Score for Intersectio 0.000 3.011 2.892 Crosswalk LOS F C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 2593 3241 3241 d_b, Bicycle Delay [s] 1.09 4.75 4.75
I_b,int, Bicycle LOS Score for Intersection 1.560 2.343 2.082 Bicycle LOS A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 - - - - - - - - - - - - -
Ring 1 - 2 - - - - - - - - - - - - - -
Sequence
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Turning Movement Volume: Summary
Report File: C:\...\Existing With Project PM.pdf 10/27/2025 Vistro File: C:\...\25-062 10.24.2025 - Queuing Scenario 4 Existing With Project PM Analysis.vistro
25-062 Yorba Linda Housing Elements
2391
Total
Volume
28 Right
911
Thru
Westbound
1381
Thru
24 Left
11 U-T
Eastbound
16 Right
20 Left
Southbound
44 Palm Ave/Yorba Linda Blvd
ID Intersection Name
2585
Total
Volume
20 Right
1118
Thru
Westbound
1435
Thru
Eastbound
12 Right
Southbound
33 Project Dwy/Yorba Linda Blvd
ID Intersection Name
2563
Total
Volume
1024
Thru
11 Left
8 U-T
Westbound
52 Right
1404
Thru
Eastbound
18 Right
46 Left
Northbound
2 S Ohio St/Yorba Linda Blvd
ID Intersection Name
2564
Total
Volume
26 Right
1040
Thru
Westbound
1437
Thru
17 Left
0 U-T
Eastbound
23 Right
0 Thru
20 Left
0 U-T
Southbound
0 Right
0 Thru
1 Left
Northbound
1 Ohio St/Yorba Linda Blvd
ID Intersection Name
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Intersection Analysis Summary
Report File: C:\...\Horizon Year AM.pdf 10/27/2025
Vistro File: C:\...\25-062 10.24.2025 - Queuing Scenario 5 Horizon Year AM Analysis.vistro
25-062 Yorba Linda Housing Elements
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.

SB Left 0.464 3.7 A
HCM 7th
Edition 44 Palm Ave/Yorba Linda Blvd Signalized
WB Thru 0.018 0.0 A
HCM 7th
Edition 33 Project Dwy/Yorba Linda Blvd Two-way stop
WB Left 0.595 8.2 A
HCM 7th
Edition 2 S Ohio St/Yorba Linda Blvd Signalized
EB Left 0.535 7.3 A
HCM 7th
Edition 1 Ohio St/Yorba Linda Blvd Signalized
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 25-062 Yorba Linda Housing Elements 1
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Volume to Capacity (v/c): 0.535
Level Of Service: A
Delay (sec / veh): 7.3
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 1: Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.0 100.0 100.0 50.00 200.0 100.0 100.0 100.0 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 1 0 0 0 0 0 0 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right U-tu Left Thru Right U-tu Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
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Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 0 0 8 0 34 2 54 3 17 1247 0 0 2030 30 Total 15-Minute Volume [veh/h] 0 0 2 0 9 1 13 1 4 312 0 0 508 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Peak Hour Factor 0.2500 0.2500 0.2500 1.000 0.910 0.910 0.910 0.920 0.920 0.920 1.000 1.0000 0.9000 0.9000 Total Hourly Volume [veh/h] 0 0 2 0 31 2 49 3 16 1147 0 0 1827 27 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 2 0 31 2 49 3 16 1147 0 0 1827 27 Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Volumes
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No
Maximum Recall No No No No No
Minimum Recall No No No No No
Vehicle Extension [s] 0.0 3.0 0.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 0 10 0 0 0 10 0 0 5 10 0 0 10 0
Lead / Lag - - - - - - - - Lead - - - - -
Split [s] 0 32 0 0 0 32 0 0 16 48 0 0 32 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 23 0 0 0 10 0 0 0 10 0 0 13 0 Walk [s] 0 5 0 0 0 5 0 0 0 5 0 0 5 0
All red [s] 0.0 1.0 0.0 0.0 0.0 1.0 0.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 Maximum Green [s] 0 67 0 0 0 67 0 0 66 165 0 0 95 0
Auxiliary Signal Groups
Signal Group 0 6 0 0 0 2 0 0 3 8 0 0 4 0
Control Type Permiss Permiss Permiss Permi Permi Permi Permi Permi Prote Permi Permi Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 80
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
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95th-Percentile Queue Length [ft/ln] 3.62 16.49 26.33 15.92 25.77 150.03 150.95 95th-Percentile Queue Length [veh/ln] 0.14 0.66 1.05 0.64 1.03 6.00 6.04 50th-Percentile Queue Length [ft/ln] 2.01 9.16 14.63 8.85 14.32 83.35 83.86 50th-Percentile Queue Length [veh/ln] 0.08 0.37 0.59 0.35 0.57 3.33 3.35 Critical Lane Group No No Yes Yes No Yes No
Lane Group LOS B B C D A A A
d, Delay for Lane Group [s/veh] 19.45 19.92 21.06 39.12 3.33 8.64 8.86 X, volume / capacity 0.03 0.11 0.30 0.57 0.43 0.79 0.76 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.05 0.15 0.93 13.94 0.10 0.84 1.34 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 19.40 19.77 20.13 25.19 3.23 7.80 7.52 c, Capacity [veh/h] 249 320 180 35 2897 1736 905
s, saturation flow rate [veh/h] 1280 1328 1280 1434 4102 2867 1494 (v / s)_i Volume / Saturation Flow Rate 0.01 0.03 0.04 0.01 0.30 0.48 0.46 g / C, Green / Cycle 0.14 0.14 0.14 0.02 0.71 0.61 0.61 g_i, Effective Green Time [s] 7 7 7 1 37 32 32
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 52 52 52 52 52 52 52
Lane Group C C R L C C C
Lane Group Calculations
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 19.45 19.45 19.45 19.92 19.92 19.92 21.06 39.12 39.12 3.33 0.00 0.00 8.71 8.86 Movement LOS B B B B B B C D D A A A
d_A, Approach Delay [s/veh] 19.45 20.61 3.90 8.71
Approach LOS B C A A
d_I, Intersection Delay [s/veh] 7.27
Intersection LOS A
Intersection V/C 0.535
Emissions
Vehicle Miles Traveled [mph] 0.15 2.09 3.13 1.45 90.19 64.16 32.08 Stops [stops/h] 5.57 25.33 40.44 24.45 118.74 460.83 231.83 Fuel consumption [US gal/h] 0.07 0.37 0.58 0.45 5.24 9.24 4.66 CO [g/h] 4.79 25.99 40.81 31.54 366.49 645.90 326.02
NOx [g/h] 0.93 5.06 7.94 6.14 71.30 125.67 63.43
VOC [g/h] 1.11 6.02 9.46 7.31 84.94 149.69 75.56
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 17.82 0.00 17.82
I_p,int, Pedestrian LOS Score for Intersectio 0.000 2.006 0.000 3.200 Crosswalk LOS F B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1075 1075 1689 1075 d_b, Bicycle Delay [s] 5.57 5.57 0.63 5.57
I_b,int, Bicycle LOS Score for Intersection 1.573 1.652 2.247 2.693 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
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Volume to Capacity (v/c): 0.595
Level Of Service: A
Delay (sec / veh): 8.2
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 2: S Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 90.00 100.00 100.00 205.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Thru Right U-turn Left Thru Lane Configuration
Approach Northbound Eastbound Westbound
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
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Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 151 41 1241 60 3 30 2009
Total 15-Minute Volume [veh/h] 38 10 310 15 1 7 502
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7300 0.7300 0.9100 0.9100 0.8700 0.8700 0.8700 Total Hourly Volume [veh/h] 110 30 1129 55 3 26 1748
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 110 30 1129 55 3 26 1748
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Volumes
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
Vehicle Extension [s] 3.0 0.0 3.0 0.0 0.0 3.0 3.0
Minimum Green [s] 5 0 10 0 0 5 10
Lead / Lag Lead - - - - Lead -
Split [s] 20 0 23 0 0 17 40
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
l2, Clearance Lost Time [s] 2.0 0.0 2.0 0.0 0.0 2.0 2.0 l1, Start-Up Lost Time [s] 2.0 0.0 2.0 0.0 0.0 2.0 2.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 10 0 10 0 0 0 10
Walk [s] 5 0 5 0 0 0 5
All red [s] 1.0 0.0 1.0 0.0 0.0 1.0 1.0
Amber [s] 3.0 0.0 3.0 0.0 0.0 3.0 3.0
Maximum Green [s] 74 0 85 0 0 69 158
Auxiliary Signal Groups
Signal Group 3 0 2 0 0 1 6
Control Type Permissive Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 60
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
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95th-Percentile Queue Length [ft/ln] 195.45 45.63 131.29 131.48 53.15 158.84 95th-Percentile Queue Length [veh/ln] 7.82 1.83 5.25 5.26 2.13 6.35 50th-Percentile Queue Length [ft/ln] 109.60 25.35 72.94 73.04 29.53 88.25 50th-Percentile Queue Length [veh/ln] 4.38 1.01 2.92 2.92 1.18 3.53 Critical Lane Group Yes No No No No Yes
Lane Group LOS E D A A E A
d, Delay for Lane Group [s/veh] 55.87 43.42 5.61 5.67 78.83 4.41 X, volume / capacity 0.84 0.25 0.41 0.40 0.79 0.61
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 9.78 0.82 0.13 0.24 26.79 0.19 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 46.09 42.60 5.48 5.42 52.04 4.23
c, Capacity [veh/h] 180 161 2104 1079 42 3282
s, saturation flow rate [veh/h] 1434 1280 2867 1470 1434 4102 (v / s)_i Volume / Saturation Flow Rate 0.11 0.03 0.30 0.30 0.02 0.49 g / C, Green / Cycle 0.13 0.13 0.73 0.73 0.03 0.80
g_i, Effective Green Time [s] 14 14 79 79 3 86
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 108 108 108 108 108 108
Lane Group L R C C L C
Lane Group Calculations
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 55.87 43.42 5.63 5.67 78.83 78.83 4.41 Movement LOS E D A A E E A
d_A, Approach Delay [s/veh] 53.21 5.63 5.62
Approach LOS D A A
d_I, Intersection Delay [s/veh] 8.21
Intersection LOS A
Intersection V/C 0.595
Emissions
Vehicle Miles Traveled [mph] 7.07 1.92 40.52 20.26 1.08 65.58 Stops [stops/h] 146.40 33.87 194.86 97.57 39.45 353.64
Fuel consumption [US gal/h] 3.09 0.69 4.36 2.18 0.96 7.63 CO [g/h] 215.79 48.24 304.51 152.68 66.78 533.14
NOx [g/h] 41.98 9.39 59.25 29.71 12.99 103.73
VOC [g/h] 50.01 11.18 70.57 35.39 15.48 123.56
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 0.0 0.0
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] 45.28 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 2.057 0.000 0.000 Crosswalk LOS B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 297 352 668 d_b, Bicycle Delay [s] 39.09 36.58 23.91
I_b,int, Bicycle LOS Score for Intersection 1.560 2.275 2.681 Bicycle LOS A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - - - - - - - - - - - - - -
Ring 1 1 2 3 - - - - - - - - - - - - -
Sequence
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Volume to Capacity (v/c): 0.018
Level Of Service: A
Delay (sec / veh): 0.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 33: Project Dwy/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 0 0 1161 1778 0
Total 15-Minute Volume [veh/h] 0 0 0 290 445 0
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 0.2900 Total Hourly Volume [veh/h] 0 0 0 1161 1778 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 1161 1778 0
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Volumes
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Intersection LOS A
d_I, Intersection Delay [s/veh] 0.00
Approach LOS C A A
d_A, Approach Delay [s/veh] 19.64 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 0.00 Movement LOS C A A A
d_M, Delay for Movement [s/veh] 0.00 19.64 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.00 0.00 0.01 0.02 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane
Priority Scheme Stop Free Free
Intersection Settings
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Volume to Capacity (v/c): 0.464
Level Of Service: A
Delay (sec / veh): 3.7
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 44: Palm Ave/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 200.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right U-turn Left Thru Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Yorba Linda Blvd
Intersection Setup
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Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 64 39 6 16 1380 1767 38
Total 15-Minute Volume [veh/h] 16 10 1 4 345 442 9
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8472 0.8472 0.8370 0.8370 0.8370 0.9006 0.9006 Total Hourly Volume [veh/h] 54 33 5 13 1155 1591 34
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 54 33 5 13 1155 1591 34
Name Yorba Linda Blvd
Volumes
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No
Maximum Recall No No No
Minimum Recall No No No
Vehicle Extension [s] 3.0 0.0 0.0 0.0 3.0 3.0 0.0
Minimum Green [s] 5 0 0 0 10 10 0
Lead / Lag Lead - - - - - -
Split [s] 37 0 0 0 43 43 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
l2, Clearance Lost Time [s] 2.0 0.0 0.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 0.0 0.0 0.0 2.0 2.0 0.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 27 0 0 0 10 10 0
Walk [s] 5 0 0 0 5 5 0
All red [s] 1.0 0.0 0.0 0.0 1.0 1.0 0.0
Amber [s] 3.0 0.0 0.0 0.0 3.0 3.0 0.0
Maximum Green [s] 51 0 0 0 61 61 0
Auxiliary Signal Groups
Signal Group 7 0 0 0 2 6 0
Control Type Permissive Permissive Permissive Permissive Permissive Permissive Permissive Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 80
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
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95th-Percentile Queue Length [ft/ln] 21.05 12.31 3.48 1.65 4.13 7.46 95th-Percentile Queue Length [veh/ln] 0.84 0.49 0.14 0.07 0.17 0.30 50th-Percentile Queue Length [ft/ln] 11.69 6.84 1.93 0.92 2.29 4.14 50th-Percentile Queue Length [veh/ln] 0.47 0.27 0.08 0.04 0.09 0.17 Critical Lane Group Yes No No No Yes No
Lane Group LOS B B A A A A
d, Delay for Lane Group [s/veh] 17.04 15.71 7.63 2.92 3.52 3.69 X, volume / capacity 0.49 0.33 0.07 0.50 0.63 0.61
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 2.76 1.63 0.10 0.14 0.35 0.60 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 14.28 14.07 7.53 2.77 3.17 3.09
c, Capacity [veh/h] 132 118 301 2733 1911 992
s, saturation flow rate [veh/h] 1434 1280 234 4102 2867 1489 (v / s)_i Volume / Saturation Flow Rate 0.04 0.03 0.09 0.34 0.42 0.40 g / C, Green / Cycle 0.09 0.09 0.67 0.67 0.67 0.67
g_i, Effective Green Time [s] 3 3 22 22 22 22
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 2.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 33 33 33 33 33 33
Lane Group L R L C C C
Lane Group Calculations
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 17.04 15.71 7.63 7.63 2.92 3.57 3.69 Movement LOS B B A A A A A
d_A, Approach Delay [s/veh] 16.54 2.99 3.58
Approach LOS B A A
d_I, Intersection Delay [s/veh] 3.73
Intersection LOS A
Intersection V/C 0.464
Emissions
Vehicle Miles Traveled [mph] 1.51 0.92 3.74 234.80 36.23 18.12 Stops [stops/h] 50.80 29.72 8.41 11.96 19.92 18.01
Fuel consumption [US gal/h] 0.56 0.33 0.25 9.35 2.36 1.28 CO [g/h] 39.49 22.84 17.53 653.40 164.62 89.31
NOx [g/h] 7.68 4.44 3.41 127.13 32.03 17.38
VOC [g/h] 9.15 5.29 4.06 151.43 38.15 20.70
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 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] 0.00 8.79 8.79
I_p,int, Pedestrian LOS Score for Intersectio 0.000 3.165 3.101 Crosswalk LOS F C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1991 2354 2354 d_b, Bicycle Delay [s] 0.00 0.52 0.52
I_b,int, Bicycle LOS Score for Intersection 1.560 2.322 2.552 Bicycle LOS A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 - - - - - - - - - - - - -
Ring 1 - 2 - - - - - - - - - - - - - -
Sequence
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Turning Movement Volume: Summary
Report File: C:\...\Horizon Year AM.pdf 10/27/2025
Vistro File: C:\...\25-062 10.24.2025 - Queuing Scenario 5 Horizon Year AM Analysis.vistro
25-062 Yorba Linda Housing Elements
2885
Total
Volume
34 Right
1591
Thru
Westbound
1155
Thru
13 Left
5 U-T
Eastbound
33 Right
54 Left
Southbound
44 Palm Ave/Yorba Linda Blvd
ID Intersection Name
2939
Total
Volume
0 Right
1778
Thru
Westbound
1161
Thru
Eastbound
0 Right
Southbound
33 Project Dwy/Yorba Linda Blvd
ID Intersection Name
3101
Total
Volume
1748
Thru
26 Left
3 U-T
Westbound
55 Right
1129
Thru
Eastbound
30 Right
110
Left
Northbound
2 S Ohio St/Yorba Linda Blvd
ID Intersection Name
3104
Total
Volume
27 Right
1827
Thru
Westbound
1147
Thru
16 Left
3 U-T
Eastbound
49 Right
2 Thru
31 Left
0 U-T
Southbound
2 Right
0 Thru
0 Left
Northbound
1 Ohio St/Yorba Linda Blvd
ID Intersection Name
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Intersection Analysis Summary
Report File: C:\...\Horizon Year PM.pdf 10/27/2025
Vistro File: C:\...\25-062 10.24.2025 - Queuing Scenario 6 Horizon Year PM Analysis.vistro
25-062 Yorba Linda Housing Elements
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.

SB Left 0.506 2.7 A
HCM 7th
Edition 44 Palm Ave/Yorba Linda Blvd Signalized
EB Thru 0.020 0.0 A
HCM 7th
Edition 33 Project Dwy/Yorba Linda Blvd Two-way stop
WB Left 0.572 6.3 A
HCM 7th
Edition 2 S Ohio St/Yorba Linda Blvd Signalized
EB Left 0.536 5.0 A
HCM 7th
Edition 1 Ohio St/Yorba Linda Blvd Signalized
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 25-062 Yorba Linda Housing Elements 1
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Volume to Capacity (v/c): 0.536
Level Of Service: A
Delay (sec / veh): 5.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 1: Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.0 100.0 100.0 50.00 200.0 100.0 100.0 100.0 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 1 0 0 0 0 0 0 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right U-tu Left Thru Right U-tu Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
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Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 8 0 0 0 36 0 43 0 25 2060 0 0 1574 40 Total 15-Minute Volume [veh/h] 2 0 0 0 9 0 11 0 6 515 0 0 393 10 Other Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Peak Hour Factor 0.2500 0.2500 0.2500 1.000 0.770 0.770 0.770 0.970 0.970 0.970 1.000 1.0000 0.9200 0.9200 Total Hourly Volume [veh/h] 2 0 0 0 28 0 33 0 24 1998 0 0 1448 37 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 2 0 0 0 28 0 33 0 24 1998 0 0 1448 37 Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Volumes
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No
Maximum Recall No No No No No
Minimum Recall No No No No No
Vehicle Extension [s] 0.0 3.0 0.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 0 10 0 0 0 10 0 0 5 10 0 0 10 0
Lead / Lag - - - - - - - - Lead - - - - -
Split [s] 0 32 0 0 0 32 0 0 26 63 0 0 37 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 23 0 0 0 10 0 0 0 10 0 0 13 0 Walk [s] 0 5 0 0 0 5 0 0 0 5 0 0 5 0
All red [s] 0.0 1.0 0.0 0.0 0.0 1.0 0.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 Maximum Green [s] 0 69 0 0 0 69 0 0 69 163 0 0 90 0
Auxiliary Signal Groups
Signal Group 0 6 0 0 0 2 0 0 3 8 0 0 4 0
Control Type Permiss Permiss Permiss Permi Permi Permi Permi Permi Prote Permi Permi Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 95
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
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95th-Percentile Queue Length [ft/ln] 11.29 49.00 61.22 45.62 94.09 133.58 132.69 95th-Percentile Queue Length [veh/ln] 0.45 1.96 2.45 1.82 3.76 5.34 5.31 50th-Percentile Queue Length [ft/ln] 6.27 27.22 34.01 25.34 52.27 74.21 73.72 50th-Percentile Queue Length [veh/ln] 0.25 1.09 1.36 1.01 2.09 2.97 2.95 Critical Lane Group No No Yes No Yes No No
Lane Group LOS E D E F A A A
d, Delay for Lane Group [s/veh] 57.79 54.53 57.47 86.32 2.61 3.97 4.01 X, volume / capacity 0.08 0.22 0.44 0.74 0.58 0.47 0.45 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.32 0.66 3.13 26.63 0.16 0.15 0.27 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 57.48 53.87 54.34 59.69 2.46 3.83 3.75 c, Capacity [veh/h] 103 165 97 34 3523 2302 1193
s, saturation flow rate [veh/h] 590 1400 1280 1434 4102 2867 1486 (v / s)_i Volume / Saturation Flow Rate 0.01 0.03 0.03 0.02 0.50 0.38 0.36 g / C, Green / Cycle 0.08 0.08 0.08 0.02 0.86 0.80 0.80 g_i, Effective Green Time [s] 9 9 9 3 106 99 99
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 123 123 123 123 123 123 123 Lane Group C C R L C C C
Lane Group Calculations
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 57.79 57.79 57.79 54.53 54.53 54.53 57.47 86.32 86.32 2.61 0.00 0.00 3.99 4.01 Movement LOS E E E D D D E F F A A A
d_A, Approach Delay [s/veh] 57.79 56.13 3.62 3.99
Approach LOS E E A A
d_I, Intersection Delay [s/veh] 4.99
Intersection LOS A
Intersection V/C 0.536
Emissions
Vehicle Miles Traveled [mph] 0.18 2.15 2.56 1.83 150.50 42.66 21.33 Stops [stops/h] 7.34 31.88 39.83 29.68 183.67 173.83 86.34 Fuel consumption [US gal/h] 0.14 0.66 0.83 0.80 8.29 4.11 2.05 CO [g/h] 9.92 46.41 57.91 55.65 579.53 287.02 143.41
NOx [g/h] 1.93 9.03 11.27 10.83 112.76 55.84 27.90
VOC [g/h] 2.30 10.76 13.42 12.90 134.31 66.52 33.24
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 52.81 0.00 52.81
I_p,int, Pedestrian LOS Score for Intersectio 0.000 2.055 0.000 3.324 Crosswalk LOS F B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 455 455 960 537 d_b, Bicycle Delay [s] 36.66 36.66 16.63 32.90
I_b,int, Bicycle LOS Score for Intersection 1.573 1.631 2.693 2.447 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
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Volume to Capacity (v/c): 0.572
Level Of Service: A
Delay (sec / veh): 6.3
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 2: S Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 90.00 100.00 100.00 205.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Thru Right U-turn Left Thru Lane Configuration
Approach Northbound Eastbound Westbound
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
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Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 97 39 2033 76 3 17 1550
Total 15-Minute Volume [veh/h] 24 10 508 19 1 4 388
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.6700 0.6700 0.9600 0.9600 0.9200 0.9200 0.9200 Total Hourly Volume [veh/h] 65 26 1952 73 3 16 1426
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 65 26 1952 73 3 16 1426
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Volumes
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
Vehicle Extension [s] 3.0 0.0 3.0 0.0 0.0 3.0 3.0
Minimum Green [s] 5 0 10 0 0 5 10
Lead / Lag Lead - - - - Lead -
Split [s] 17 0 27 0 0 16 43
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
l2, Clearance Lost Time [s] 2.0 0.0 2.0 0.0 0.0 2.0 2.0 l1, Start-Up Lost Time [s] 2.0 0.0 2.0 0.0 0.0 2.0 2.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 10 0 10 0 0 0 10
Walk [s] 5 0 5 0 0 0 5
All red [s] 1.0 0.0 1.0 0.0 0.0 1.0 1.0
Amber [s] 3.0 0.0 3.0 0.0 0.0 3.0 3.0
Maximum Green [s] 68 0 95 0 0 65 164
Auxiliary Signal Groups
Signal Group 3 0 2 0 0 1 6
Control Type Permissive Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 60
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
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95th-Percentile Queue Length [ft/ln] 53.64 18.73 108.97 112.41 14.95 8.41 95th-Percentile Queue Length [veh/ln] 2.15 0.75 4.36 4.50 0.60 0.34 50th-Percentile Queue Length [ft/ln] 29.80 10.40 60.54 62.45 8.31 4.67 50th-Percentile Queue Length [veh/ln] 1.19 0.42 2.42 2.50 0.33 0.19 Critical Lane Group Yes No Yes No Yes No
Lane Group LOS C C A A D A
d, Delay for Lane Group [s/veh] 27.75 21.99 7.17 7.50 37.06 2.79 X, volume / capacity 0.70 0.32 0.77 0.75 0.57 0.51
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 6.40 1.46 0.73 1.24 13.55 0.13 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 21.35 20.53 6.44 6.26 23.51 2.65
c, Capacity [veh/h] 138 123 1815 935 35 3034
s, saturation flow rate [veh/h] 1434 1280 2867 1478 1434 4102 (v / s)_i Volume / Saturation Flow Rate 0.07 0.03 0.49 0.48 0.01 0.38 g / C, Green / Cycle 0.10 0.10 0.63 0.63 0.02 0.74
g_i, Effective Green Time [s] 5 5 31 31 1 36
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 49 49 49 49 49 49
Lane Group L R C C L C
Lane Group Calculations
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 27.75 21.99 7.27 7.50 37.06 37.06 2.79 Movement LOS C C A A D D A
d_A, Approach Delay [s/veh] 26.10 7.28 3.22
Approach LOS C A A
d_I, Intersection Delay [s/veh] 6.28
Intersection LOS A
Intersection V/C 0.572
Emissions
Vehicle Miles Traveled [mph] 4.54 1.83 55.74 27.87 0.75 58.46 Stops [stops/h] 88.23 30.80 358.49 184.90 24.59 41.50
Fuel consumption [US gal/h] 1.38 0.48 7.57 3.89 0.42 3.38 CO [g/h] 96.77 33.26 529.11 271.76 29.32 236.32
NOx [g/h] 18.83 6.47 102.95 52.88 5.70 45.98
VOC [g/h] 22.43 7.71 122.63 62.98 6.80 54.77
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 0.0 0.0
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] 16.15 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 1.996 0.000 0.000 Crosswalk LOS A F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 535 946 1604 d_b, Bicycle Delay [s] 13.06 6.76 0.95
I_b,int, Bicycle LOS Score for Intersection 1.560 2.720 2.421 Bicycle LOS A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - - - - - - - - - - - - - -
Ring 1 1 2 3 - - - - - - - - - - - - -
Sequence
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Volume to Capacity (v/c): 0.020
Level Of Service: A
Delay (sec / veh): 0.0
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Two-way stop
Intersection 33: Project Dwy/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Left Thru Thru Right
Lane Configuration
Approach Southbound Eastbound Westbound
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 0 0 1987 1566 0
Total 15-Minute Volume [veh/h] 0 0 0 497 392 0
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 0 0 1987 1566 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 1987 1566 0
Name Project Driveway Yorba Linda Blvd Yorba Linda Blvd Volumes
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Intersection LOS A
d_I, Intersection Delay [s/veh] 0.00
Approach LOS C A A
d_A, Approach Delay [s/veh] 17.46 0.00 0.00
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 0.00 Movement LOS C A A A
d_M, Delay for Movement [s/veh] 0.00 17.46 0.00 0.00 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.00 0.00 0.02 0.02 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane
Priority Scheme Stop Free Free
Intersection Settings
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Volume to Capacity (v/c): 0.506
Level Of Service: A
Delay (sec / veh): 2.7
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 44: Palm Ave/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 200.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right U-turn Left Thru Thru Right Lane Configuration
Approach Southbound Eastbound Westbound
Name Yorba Linda Blvd
Intersection Setup
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Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 37 31 2 35 1969 1277 40
Total 15-Minute Volume [veh/h] 9 8 1 9 492 319 10
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7500 0.7500 0.9777 0.9777 0.9777 0.9883 0.9883 Total Hourly Volume [veh/h] 28 23 2 34 1925 1262 40
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 28 23 2 34 1925 1262 40
Name Yorba Linda Blvd
Volumes
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No
Maximum Recall No No No
Minimum Recall No No No
Vehicle Extension [s] 3.0 0.0 0.0 0.0 3.0 3.0 0.0
Minimum Green [s] 5 0 0 0 10 10 0
Lead / Lag Lead - - - - - -
Split [s] 36 0 0 0 44 44 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
l2, Clearance Lost Time [s] 2.0 0.0 0.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 0.0 0.0 0.0 2.0 2.0 0.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 27 0 0 0 10 10 0
Walk [s] 5 0 0 0 5 5 0
All red [s] 1.0 0.0 0.0 0.0 1.0 1.0 0.0
Amber [s] 3.0 0.0 0.0 0.0 3.0 3.0 0.0
Maximum Green [s] 51 0 0 0 61 61 0
Auxiliary Signal Groups
Signal Group 7 0 0 0 2 6 0
Control Type Permissive Permissive Permissive Permissive Permissive Permissive Permissive Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 80
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
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95th-Percentile Queue Length [ft/ln] 24.09 20.38 4.01 2.43 1.51 2.86 95th-Percentile Queue Length [veh/ln] 0.96 0.82 0.16 0.10 0.06 0.11 50th-Percentile Queue Length [ft/ln] 13.38 11.32 2.23 1.35 0.84 1.59 50th-Percentile Queue Length [veh/ln] 0.54 0.45 0.09 0.05 0.03 0.06 Critical Lane Group Yes No No Yes No No
Lane Group LOS C C A A A A
d, Delay for Lane Group [s/veh] 29.30 29.28 3.33 2.36 1.74 1.80 X, volume / capacity 0.44 0.41 0.10 0.60 0.38 0.37
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.54 3.55 0.11 0.18 0.11 0.19 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11
d1, Uniform Delay [s] 25.77 25.72 3.22 2.18 1.63 1.61
c, Capacity [veh/h] 84 75 382 3281 2294 1186
s, saturation flow rate [veh/h] 1434 1280 375 4102 2867 1482 (v / s)_i Volume / Saturation Flow Rate 0.03 0.02 0.10 0.48 0.31 0.30 g / C, Green / Cycle 0.06 0.06 0.80 0.80 0.80 0.80
g_i, Effective Green Time [s] 3 3 45 45 45 45
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 2.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 57 57 57 57 57 57
Lane Group L R L C C C
Lane Group Calculations
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 29.30 29.28 3.33 3.33 2.36 1.76 1.80 Movement LOS C C A A A A A
d_A, Approach Delay [s/veh] 29.29 2.38 1.76
Approach LOS C A A
d_I, Intersection Delay [s/veh] 2.68
Intersection LOS A
Intersection V/C 0.506
Emissions
Vehicle Miles Traveled [mph] 0.87 0.73 6.30 335.01 26.44 13.22 Stops [stops/h] 34.07 28.81 5.68 10.30 4.26 4.04
Fuel consumption [US gal/h] 0.44 0.37 0.31 13.05 1.30 0.67 CO [g/h] 31.10 26.15 21.41 911.94 90.85 47.14
NOx [g/h] 6.05 5.09 4.17 177.43 17.68 9.17
VOC [g/h] 7.21 6.06 4.96 211.35 21.05 10.92
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 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] 0.00 20.00 20.00
I_p,int, Pedestrian LOS Score for Intersectio 0.000 3.239 3.150 Crosswalk LOS F C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1131 1414 1414 d_b, Bicycle Delay [s] 5.34 2.43 2.43
I_b,int, Bicycle LOS Score for Intersection 1.560 2.644 2.284 Bicycle LOS A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 - - - - - - - - - - - - -
Ring 1 - 2 - - - - - - - - - - - - - -
Sequence
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Turning Movement Volume: Summary
Report File: C:\...\Horizon Year PM.pdf 10/27/2025
Vistro File: C:\...\25-062 10.24.2025 - Queuing Scenario 6 Horizon Year PM Analysis.vistro
25-062 Yorba Linda Housing Elements
3314
Total
Volume
40 Right
1262
Thru
Westbound
1925
Thru
34 Left
2 U-T
Eastbound
23 Right
28 Left
Southbound
44 Palm Ave/Yorba Linda Blvd
ID Intersection Name
3553
Total
Volume
0 Right
1566
Thru
Westbound
1987
Thru
Eastbound
0 Right
Southbound
33 Project Dwy/Yorba Linda Blvd
ID Intersection Name
3561
Total
Volume
1426
Thru
16 Left
3 U-T
Westbound
73 Right
1952
Thru
Eastbound
26 Right
65 Left
Northbound
2 S Ohio St/Yorba Linda Blvd
ID Intersection Name
3570
Total
Volume
37 Right
1448
Thru
Westbound
1998
Thru
24 Left
0 U-T
Eastbound
33 Right
0 Thru
28 Left
0 U-T
Southbound
0 Right
0 Thru
2 Left
Northbound
1 Ohio St/Yorba Linda Blvd
ID Intersection Name
25-062 Yorba Linda Housing Elements 19
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Intersection Analysis Summary
Report File: C:\...\Horizon Year With Project AM.pdf 10/27/2025 Vistro File: C:\...\25-062 10.24.2025 - Queuing Scenario 7 Horizon Year With Project AM Analysis.vistro
25-062 Yorba Linda Housing Elements
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.

SB Left 0.465 3.7 A
HCM 7th
Edition 44 Palm Ave/Yorba Linda Blvd Signalized
SB Right 0.079 21.1 C
HCM 7th
Edition 33 Project Dwy/Yorba Linda Blvd Two-way stop
WB Left 0.598 8.7 A
HCM 7th
Edition 2 S Ohio St/Yorba Linda Blvd Signalized
EB Left 0.538 7.3 A
HCM 7th
Edition 1 Ohio St/Yorba Linda Blvd Signalized
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 25-062 Yorba Linda Housing Elements 1
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Volume to Capacity (v/c): 0.538
Level Of Service: A
Delay (sec / veh): 7.3
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 1: Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk No Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.0 100.0 100.0 50.00 200.0 100.0 100.0 100.0 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 1 0 0 0 0 0 0 Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right U-tu Left Thru Right U-tu Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
25-062 Yorba Linda Housing Elements 2
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Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 0 0 8 0 34 2 54 3 17 1250 0 0 2041 30 Total 15-Minute Volume [veh/h] 0 0 2 0 9 1 13 1 4 313 0 0 510 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Peak Hour Factor 0.2500 0.2500 0.2500 1.000 0.910 0.910 0.910 0.920 0.920 0.920 1.000 1.0000 0.9000 0.9000 Total Hourly Volume [veh/h] 0 0 2 0 31 2 49 3 16 1150 0 0 1837 27 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 3 0 0 10 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 2 0 31 2 49 3 16 1147 0 0 1827 27 Name Ohio St Ohio St Yorba Linda Blvd Yorba Linda Blvd
Volumes
25-062 Yorba Linda Housing Elements 3
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No No
Maximum Recall No No No No No
Minimum Recall No No No No No
Vehicle Extension [s] 0.0 3.0 0.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 Minimum Green [s] 0 10 0 0 0 10 0 0 5 10 0 0 10 0
Lead / Lag - - - - - - - - Lead - - - - -
Split [s] 0 32 0 0 0 32 0 0 16 48 0 0 32 0
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 23 0 0 0 10 0 0 0 10 0 0 13 0 Walk [s] 0 5 0 0 0 5 0 0 0 5 0 0 5 0
All red [s] 0.0 1.0 0.0 0.0 0.0 1.0 0.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 0.0 3.0 0.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 Maximum Green [s] 0 67 0 0 0 67 0 0 66 165 0 0 95 0
Auxiliary Signal Groups
Signal Group 0 6 0 0 0 2 0 0 3 8 0 0 4 0
Control Type Permiss Permiss Permiss Permi Permi Permi Permi Permi Prote Permi Permi Permiss Permiss Permiss Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 80
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
25-062 Yorba Linda Housing Elements 4
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95th-Percentile Queue Length [ft/ln] 3.67 16.70 26.65 16.05 26.09 152.20 153.00 95th-Percentile Queue Length [veh/ln] 0.15 0.67 1.07 0.64 1.04 6.09 6.12 50th-Percentile Queue Length [ft/ln] 2.04 9.28 14.80 8.92 14.49 84.55 85.00 50th-Percentile Queue Length [veh/ln] 0.08 0.37 0.59 0.36 0.58 3.38 3.40 Critical Lane Group No No Yes Yes No Yes No
Lane Group LOS B C C D A A A
d, Delay for Lane Group [s/veh] 19.66 20.13 21.28 39.41 3.32 8.64 8.85 X, volume / capacity 0.03 0.11 0.30 0.57 0.43 0.79 0.76 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.05 0.16 0.94 14.00 0.10 0.84 1.34 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 19.60 19.98 20.34 25.41 3.22 7.80 7.51 c, Capacity [veh/h] 247 318 179 35 2906 1743 909
s, saturation flow rate [veh/h] 1280 1328 1280 1434 4102 2867 1494 (v / s)_i Volume / Saturation Flow Rate 0.01 0.03 0.04 0.01 0.30 0.48 0.46 g / C, Green / Cycle 0.14 0.14 0.14 0.02 0.71 0.61 0.61 g_i, Effective Green Time [s] 7 7 7 1 37 32 32
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Calculated Cycle Length [s] 53 53 53 53 53 53 53
Lane Group C C R L C C C
Lane Group Calculations
25-062 Yorba Linda Housing Elements 5
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Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 19.66 19.66 19.66 20.13 20.13 20.13 21.28 39.41 39.41 3.32 0.00 0.00 8.71 8.85 Movement LOS B B B C C C C D D A A A
d_A, Approach Delay [s/veh] 19.66 20.82 3.89 8.71
Approach LOS B C A A
d_I, Intersection Delay [s/veh] 7.27
Intersection LOS A
Intersection V/C 0.538
Emissions
Vehicle Miles Traveled [mph] 0.15 2.09 3.13 1.45 90.41 64.50 32.25 Stops [stops/h] 5.58 25.41 40.56 24.44 119.14 463.36 232.90 Fuel consumption [US gal/h] 0.07 0.37 0.59 0.45 5.25 9.29 4.69 CO [g/h] 4.82 26.13 41.02 31.61 367.22 649.39 327.60
NOx [g/h] 0.94 5.08 7.98 6.15 71.45 126.35 63.74
VOC [g/h] 1.12 6.06 9.51 7.33 85.11 150.50 75.93
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 18.05 0.00 18.05
I_p,int, Pedestrian LOS Score for Intersectio 0.000 2.006 0.000 3.203 Crosswalk LOS F B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1066 1066 1674 1066 d_b, Bicycle Delay [s] 5.74 5.74 0.70 5.74
I_b,int, Bicycle LOS Score for Intersection 1.573 1.652 2.249 2.699 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
25-062 Yorba Linda Housing Elements 6
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Volume to Capacity (v/c): 0.598
Level Of Service: A
Delay (sec / veh): 8.7
Analysis Period: 15 minutes
Analysis Method: HCM 7th Edition
Control Type: Signalized
Intersection 2: S Ohio St/Yorba Linda Blvd
Intersection Level Of Service Report
Crosswalk Yes No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 40.00 40.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 90.00 100.00 100.00 205.00 100.00 100.00 No. of Lanes in Entry Pocket 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Right Thru Right U-turn Left Thru Lane Configuration
Approach Northbound Eastbound Westbound
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Intersection Setup
25-062 Yorba Linda Housing Elements 7
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Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 151 41 1244 60 14 30 2021 Total 15-Minute Volume [veh/h] 38 10 311 15 3 7 505
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7300 0.7300 0.9100 0.9100 0.8700 0.8700 0.8700 Total Hourly Volume [veh/h] 110 30 1132 55 12 26 1758
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 3 0 9 0 10
In-Process Volume [veh/h] 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Proportion of CAVs [%] 0.00
Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 110 30 1129 55 3 26 1748
Name S Ohio Yorba Linda Blvd Yorba Linda Blvd
Volumes
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Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
Vehicle Extension [s] 3.0 0.0 3.0 0.0 0.0 3.0 3.0
Minimum Green [s] 5 0 10 0 0 5 10
Lead / Lag Lead - - - - Lead -
Split [s] 20 0 23 0 0 17 40
Phasing & Timing: Pattern 1
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Advanced Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Advanced Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
l2, Clearance Lost Time [s] 2.0 0.0 2.0 0.0 0.0 2.0 2.0 l1, Start-Up Lost Time [s] 2.0 0.0 2.0 0.0 0.0 2.0 2.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 10 0 10 0 0 0 10
Walk [s] 5 0 5 0 0 0 5
All red [s] 1.0 0.0 1.0 0.0 0.0 1.0 1.0
Amber [s] 3.0 0.0 3.0 0.0 0.0 3.0 3.0
Maximum Green [s] 74 0 85 0 0 69 158
Auxiliary Signal Groups
Signal Group 3 0 2 0 0 1 6
Control Type Permissive Permissive Permissive Permissive Permissive Protected Permissive Phasing & Timing (Basic)
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Isolated
Active Pattern Pattern 1
Cycle Length [s] 60
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
25-062 Yorba Linda Housing Elements 9
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Yorba Linda City CouncilFebruary 3, 2026

Yorba Linda City Council
February 3, 2026