642
3:45 PM 26 246 0 4 1 326 25 2 12 0 21 0 0 0 0 0 663 2423 4:00 PM 18 243 0 2 0 323 26 0 12 0 25 0 0 0 0 0 649 2519 4:15 PM 19 235 0 3 1 322 21 1 10 0 24 0 0 0 2 0 638 2550 4:30 PM 12 231 0 2 1 384 20 0 10 0 16 0 0 0 0 0 676 2626 4:45 PM 22 248 0 4 1 351 20 1 11 0 20 0 0 0 1 0 679 2642 5:00 PM 18 263 0 1 1 297 25 1 15 0 22 0 0 0 0 0 643 2636 5:15 PM 26 265 0 6 0 314 29 2 15 0 22 0 0 0 0 0 679 2677 5:30 PM 18 240 0 4 0 368 25 1 16 0 14 0 0 0 0 0 686 2687 5:45 PM 17 304 0 5 0 312 25 4 16 0 17 0 0 0 0 0 700 2708 6:00 PM 9 246 0 4 0 313 17 0 13 0 19 0 0 0 0 0 621 2686 6:15 PM 18 260 0 7 0 248 22 2 10 0 14 0 0 0 0 0 581 2588 6:30 PM 14 228 0 3 0 241 19 2 9 0 17 0 0 0 0 0 533 2435 6:45 PM 14 219 0 8 0 212 15 0 13 0 10 0 0 0 0 0 491 2226 15-Min Count
Period
Beginning At
Orchard Pl
(Northbound)
Orchard Pl
(Southbound)
N Oxnard Blvd
(Eastbound)
N Oxnard Blvd
(Westbound) Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound
Total
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 68 1216 0 20 0 1248 100 16 64 0 68 0 0 0 0 0 2800 Heavy Trucks 0 16 0 0 44 0 0 0 0 0 0 0 60
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 4/28/2021 2:52 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
643
L T R U L T R U L T R U L T R U
11:45:00 AM 1 235 12 3 1 0 0 0 14 321 0 4 17 0 23 0 ##### 12:00 PM 0 250 15 4 1 0 0 0 11 269 1 2 10 0 19 0 #####
12:15 PM 0 247 13 2 0 0 0 0 17 250 0 5 9 0 37 0 #####
12:30 PM 0 256 19 4 0 0 0 0 16 284 0 6 11 0 21 0 #####
Movement Total 1 988 59 13 2 0 0 0 58 1124 1 17 47 0 100 0 Rounded Total 0 990 60 15 0 0 0 0 60 1125 0 15 45 0 100 0 Approach Total
11:45:00 AM 0 6 0 0 0 0 1 3 0 0 0 1
12:00 PM 0 9 0 0 0 0 0 9 0 0 0 0
12:15 PM 0 6 1 0 0 0 0 3 0 0 0 0
12:30 PM 0 1 0 0 0 0 0 7 0 0 0 0
Movement Total 0 22 1 0 0 0 1 22 0 0 0 1
Approach Total
HV%
Counting Agency Quality Counts
Classification
N Oxnard Blvd & Orchard Place
4/24/2021
11:00 AM to 2:00 PM
Day of Week Saturday
Count Times
Count Date
Intersection
All Vehicles Heavy Vehicles
2.2% 0.0%
Saturday Midday Peak All Vehicles
1061 2 1200 147
Sum PHF
Hourly
Total
Southbound Westbound Northbound Eastbound
0.95 2410
23 0 23 1
1.9% 0.7%
PHF 0.95 0.5 0.88 0.80
644
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Orchard Pl -- N Oxnard Blvd QC JOB #: 15409602 CITY/STATE: Oxnard, CA DATE: Sat, Apr 24 2021
1061
0.95 1184
59 988 14
117 47 0 2
0.8 0 0.95 0 0.5
147 100 2 2
75 1124 1
0.88 1107 1200
Peak-Hour: 11:45 AM -- 12:45 PM
Peak 15-Min: 11:45 AM -- 12:00 PM
2.2 1.9
1.7 2.2 0
1.7 0 0 0
0 0
0.7 1 0 0
1.3 2 0
2.1 1.9
0 0 0
0 0 0 0
0 0
0 0
0 0
0 1 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
15-Min Count
Period
Beginning At
Orchard Pl
(Northbound)
Orchard Pl
(Southbound)
N Oxnard Blvd
(Eastbound)
N Oxnard Blvd
(Westbound) Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 11:00 AM 15 279 0 2 1 233 16 5 8 0 21 0 0 0 1 0 581
11:15 AM 19 251 0 4 1 262 14 5 16 0 19 0 0 0 1 0 592
11:30 AM 23 234 0 5 2 225 9 3 14 0 13 1 0 0 0 0 529
11:45 AM 14 321 0 4 1 235 12 3 17 0 23 0 1 0 0 0 631 2333 12:00 PM 11 269 1 2 0 250 15 4 10 0 19 0 1 0 0 0 582 2334 12:15 PM 17 250 0 5 0 247 13 2 9 0 37 0 0 0 0 0 580 2322 12:30 PM 16 284 0 6 0 256 19 4 11 0 21 0 0 0 0 0 617 2410 12:45 PM 18 292 0 8 0 249 18 2 11 0 19 0 0 0 2 0 619 2398 1:00 PM 16 285 0 6 2 210 24 1 23 0 27 0 0 0 0 0 594 2410 1:15 PM 23 211 0 5 0 231 14 0 15 0 21 0 0 0 0 0 520 2350 1:30 PM 19 316 0 4 0 235 13 5 14 0 26 0 0 0 0 0 632 2365 1:45 PM 13 254 0 2 0 260 19 1 16 0 24 0 0 0 1 0 590 2336 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound
Total
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 56 1284 0 16 4 940 48 12 68 0 92 0 4 0 0 0 2524 Heavy Trucks 4 12 0 0 24 0 0 0 4 0 0 0 44
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 4/28/2021 2:52 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
645
North Oxnard U-Haul Development Oxnard, CA
SIGNAL WARRANT ANALYSIS
646
City:
Major Street: Minor Street:
50 mph 25 mph
Lanes: Lanes:
No
From North (SB) 100% 4 or more
From East (WB) 0% No
From South (NB) 100% No
From West (EB) 0%
volume data.
From AM / PM
6:00 PM
Name:
Agency:
Date:
N/A
LLS
70%
Thursday am
Traffic Signal Warrant Summary Worksheet
The Worksheet(s) attached are provided as an attachment to the Engineering Investigation Study for:
2 or more lanes 1 lane
5/3/2021
Warrant 4: Pedestrian Volume
Criterion A: Four-Hour
Condition A: Minimum Vehicular Volume
N/A
Warrant Analysis Conducted By:
Warrant 3: Peak Hour Volume
Warrant 2: Four-Hour Volume
Warrant Evaluation Summary Warrant Met:
Warrant 6: Coordinated Signal System
Warrant 7: Crash Experience
Warrant 8: Roadway Network
Warrant 9: Intersection Near a Grade Crossing
Condition B: Interruption of Continuous Traffic
Condition C: Combination: 80% of A and B
N/A
N/A
N/A
No
Yes
raSmith
Warrant 5: School Crossing
N Oxnard Blvd
Critical Approach Speed:
Criterion B: Peak-Hour
Orchard Place
Yes
N/A
In built-up area of isolated community of < 10,000 population? Warrant 1: Eight - Hour Vehicular Volume
Critical Approach Speed:
Total number of approaches at intersection?
AM / PM To
Analysis based on EXISTING
North Oxnard Blvd & Orchard Place
No
Yes
Time (HH:MM) Date Day of the Week
% Right Turns Included
4/22/2021
Manually set volume level?
If it is a "T" intersection, inflate minor threshold to 150%? Yes
Ventura County
Oxnard, CA
Intersection:
County:
6:00
1 647
Yes Yes
Volume Level 70% 56%
Major Rd. Req 420 336 1 6:00 7:00 1433
Minor Rd. Req 105 84 2 7:00 8:00 2048
Number of Hours 1 2 3 8:00 9:00 1992
No 4 9:00 10:00 1886
5 10:00 11:00 2181
6 11:00 12:00 2426
7 12:00 13:00 2640
Volume Level 70% 56% 8 13:00 14:00 2715
Major Rd. Req 630 504 9 14:00 15:00 2795
Minor Rd. Req 53 42 10 15:00 16:00 3113
Number of Hours 13 13 11 16:00 17:00 3397
Yes 12 17:00 18:00 3501
13 18:00 19:00 2880
14 19:00 20:00 0
15 20:00 21:00 0
No 16 21:00 22:00 0
Yes
Hour Start 17:00 18:00 14:00 13:00 Yes
Major Road Vol. 3419 2820 2726 2654
Minor Road Vol. 82 60 69 61
Warrant 1: Eight - Hour Vehicular Volume
121
71 Warrant Evaluated?
Major Road: Both
App. (VPH)
6:00 AM Enter Start Time (Military Time) (HH:MM)
Time
Period From Min. Veh. Volume To
Manually Set To:
Total
Condition A :
Satisfied?
70%
Satisfied?
1349 84
1927
1921
2367
2573
Warrant Satisfied?
2121
Minor Road: High
App. (VPH)
Warrant 2: Four-Hour Volume
Condition C:
70%
Interruption of Continuous Traffic
60 59
67 Condition B:
Warrant Evaluated?
0 57
82 60
0 0
61 69
3419
Warrant Satisfied?
Manually Set To:
Satisfied?
3056
3340
0 0
2654
2726
1826 60
0 57
2820
Combination of A & B at 56%
0 50
100
150
200
250
300
0 500 1000 1500 2000 2500 3000 3500 4000 Minor Street VPH (High App) Major Street VPH (Both App)
Figure 4C-2 Warrant 2, Four-Hour Vehicular Volume (70% Factor) Chart Title 2 648
70%
Yes Yes
Met?
4 100
800
17:00
N/A
0 0
0 0
Criterion A Satisfied?
0:00 0 0
Criterion B Satisfied?
Criteria
Total Entering Volume (veh/h)
Warrant 4: Pedestrian Volume 70%
Manually Set Peak Hour?
Yes
Minor Road Vol.
(High App.)
82 Major Road Vol.
(Both App.)
3419
Warrant 3: Peak Hour Volume
Condition justifying use of warrant:
Warrant Evaluated?
Peak Hour
Manually Set To:
Avg. walk speed less than 3.5 ft/s?
Warrant Satisfied?
Delay on Minor Approach
Volume on Minor Approach
Criterion B: Peak Hour
Hour
(Start)
Major Road
Vol.
Pedestrian
Volume
Warrant Evaluated? Manually Set To:
Peak Hour Pedestrian
Vol.
Major Road
Vol.
Criterion A: Four Hour
Warrant Satisfied?
Manually Set Major Rd Vol?
0 50
100
150
200
250
300
350
400 Minor Street VPH (High App) 0 1000 2000 3000 4000
Major Street VPH (Both App)
Chart Title
0 50
100
150
200
250
300
0 200 400 600 800 1000 1200 1400 1600
Chart Title
0 100
200
300
400
500
0 500 1000 1500 2000
Chart Title
Figure 4C-4 Warrant 3, Peak Hour (70% Factor)
Figure 4C-6 Warrant 4, Pedestrian Four-Hour Volume (70% Factor) Figure 4C-8 Warrant 4, Pedestrian Peak Hour (70% Factor) 3 649
Total
Vehicle
Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Right Thru Left U-Tn Total Volume 6:00 13 335 4 3 0 0 0 0 0 970 21 3 56 0 84 0 1489
7:00 23 779 4 0 0 0 0 0 0 1076 41 4 68 0 121 0 2116
8:00 36 866 4 3 1 0 0 0 1 958 40 13 80 1 70 0 2073
9:00 39 819 5 3 3 0 0 0 0 911 36 13 63 0 60 0 1952
10:00 51 940 3 1 0 0 1 0 1 1057 51 17 76 0 60 0 2258
11:00 65 986 5 5 0 0 3 0 0 1229 60 17 81 0 59 0 2510
12:00 65 1165 4 9 1 0 1 0 3 1233 74 20 101 0 67 0 2743
13:00 80 1260 3 5 1 0 3 0 0 1205 76 25 73 0 61 0 2792
14:00 100 1379 3 15 1 0 1 0 0 1149 63 17 86 0 69 0 2883 15:00 109 1593 5 7 3 0 0 0 0 1233 90 19 106 1 56 0 3222 16:00 116 1835 4 3 4 0 0 0 0 1273 94 15 113 0 57 0 3514 17:00 138 1717 1 11 0 0 0 0 0 1426 105 21 100 0 82 0 3601 18:00 97 1349 0 5 0 0 0 0 0 1267 73 29 80 0 60 0 2960
19:00 0
20:00 0
21:00 0
932 15023 45 70 16070 14 0 9 0 23 5 14987 824 213 16029 1083 2 906 0 1991 34113 Note: U-Turns are counted as Left Turns in the Volume Totals Right Thru Left T+LT Total Right Thru Left T+LT Total
13 1305 31 1336 1349 0 0 84 84 84
23 1855 49 1904 1927 0 0 121 121 121
N/S 37 1824 60 1884 1921 0 1 70 71 71
39 1730 57 1787 1826 0 0 60 60 60
No 52 1997 72 2069 2121 0 0 60 60 60
65 2215 87 2302 2367 0 0 59 59 59
68 2398 107 2505 2573 0 0 67 67 67
80 2465 109 2574 2654 0 0 61 61 61
From North (SB) 100% 100 2528 98 2626 2726 0 0 69 69 69 From East (WB) 0% 109 2826 121 2947 3056 0 1 56 57 57
From South (NB) 100% 116 3108 116 3224 3340 0 0 57 57 57 From West (EB) 0% 138 3143 138 3281 3419 0 0 82 82 82
97 2616 107 2723 2820 0 0 60 60 60
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 0 0
937 30010 1152 31162 32099 0 2 906 908 908
% Right Turns Included (Default 0%)
Major Road Left Turn as Minor Approach?
Please Select the Major Road:
Major Road Volume Totals:
North/South East/West
Minor Road Highest Volume:
From West (EB)
Note: Traffic volumes in 2021 were compared to traffic volumes from 2018 at study intersection (from previous study). The 2021 volumes were 75% of the 2018 volumes. Therefore, a COVID adjustment factor of 1.33 was applied to the 2021 traffic volumes to make them comparable for traffic analysis purposes. AM MD PM Totals
One Hour
Time Period
Start Time
Hourly Volume Data - N. Oxnard & Orchard Place - Year 2021 (with Covid factor) From North (SB) From East (WB) From South (NB)
650
North Oxnard U-Haul Development Oxnard, CA
APPROVED/PENDING PROJECTS TRIP
GENERATION TABLE
651
Table A-1
Approved/Pending Project Trip Generation
Approved/Pending Project Land Use
ITE
Code Size
Weekday
Daily
Trips
Weekday AM
Peak Hour Trips
Weekday PM
Peak Hour Trips
Saturday
Peak Hour Trips
In Out Total In Out Total In Out Total
Fore RiverPark Apartments 221 333 Dwelling
Units (DU) 1,812 31 89 120 90 57 147 72 75 147
RiverPark Hotels Hotel 310 240 Rooms 2,006 67 46 113 73 71 144 97 76 173 Lot 1 of The Landing at Riverpark Gas Station 960 5,477 SF 4,587 228 227 455 190 189 379 175 174 349 Lot 2 of The Landing at Riverpark Fast Food Restaurant 934 2,700 SF 1,272 56 53 109 46 42 88 75 73 148 Lot 5 of The Landing at Riverpark Fast Food Restaurant 934 2,300 SF 1,083 47 45 92 39 36 75 64 62 126 Lot 4 of The Landing at Riverpark Shopping Center 820 7,236 SF 273 4 3 7 13 15 28 17 16 33 Wagon Wheel Development #4 Apartments 221 88 DU 479 8 24 32 24 15 39 19 20 39 Wagon Wheel Development # 5 & 11 Apartments 221 78 DU 424 7 21 28 21 13 34 17 17 34 Wagon Wheel Development # 7, 9, 10
& partial 8 Apartments 221 144 DU 783 14 38 52 38 25 63 31 32 63 Wagon Wheel Development #18 & 19 Apartments / Retail 221 / 820
219 DU /
16,303 SF
1,806 43 30 88 64 112 94 1 89 109
Wagon Wheel Development # 6 Single Family Housing /
Condos
210 /
221
21 DU / 12
DU
263 15 5 51 15 149 20 1 16 124
Wagon Wheel Development # 16 & 17 Apartments 221 448 DU 2,437 42 119 161 120 77 197 97 100 197 Shoe City Retail 820 15,300 SF 578 9 5 14 28 30 58 36 33 69 TRU Hotel by Hilton Hotel 310 88 Rooms 736 24 17 41 27 26 53 35 28 63 Rio Urbana Office 710 15,000 SF 146 15 2 17 3 14 17 4 4 8 Starbucks Drive Thru Site Renovations Coffee Shop 937 2,400 SF 1,969 109 105 214 52 52 104 105 105 210 Silva Residence & Vazquez Residence Single Family Housing 210 2 DU 19 0 1 1 1 1 2 1 1 2 Enterprise Rental Lot Automobile Sales 840 1,600 SF 45 2 1 3 2 2 4 3 3 6 CarMax Automobile Sales 840 1,452 SF 40 2 1 3 2 2 4 3 3 6 Doggin Around Animal Hospital/Clinic 640 5,861 SF 126 14 7 21 8 13 21 8 8 16 Dog Daycare and Kennel Animal Hospital/Clinic 640 7,595 SF 163 19 9 28 11 16 27 10 10 20 Total Approved/Pending Project Trips 21,047 756 848 1,650 867 957 1,598 871 945 1,942 652
North Oxnard U-Haul Development Oxnard, CA
APPENDIX B
INTERSECTION CAPACITY UTILITIZATION (ICU)
WORKSHEETS
653
Intersection Capacity Utilization (ICU) Worksheet
Count Date 4/22/2021
Time Period AM Peak
North-South Street Oxnard Blvd
East-West Street Orchard Place
Control Type Traffic Signal
Traffic Volume Summary
Volumes L T R L T R L T R L T R
Existing (A) 56 1027 0 4 916 35 112 0 92 0 0 0
Project (B) 0 0 10 6 0 0 0 0 0 8 0 3
Cumulative (C) 56 1242 0 4 1241 35 112 0 92 0 0 0
Geometrics
Lane Geometrics L TT R L TT R LT R L TR
(LT, R for TWSC)
Traffic Scenarios
1 - Existing (A)
2 - Existing + Project (A+B)
3 - Cumulative (C)
4 - Cumulative + Project (B+C)
Level of Service Calculations 1600
Movements # of Lanes Capacity 1 2 3 4 1 2 3 4
NBL 1 1600 56 56 56 56 0.04 * 0.04 * 0.04 * 0.04 *
NBT 2 3200 1027 1027 1242 1242 0.32 0.32 0.39 0.39
NBR 1 1600 0 10 0 10 0.00 0.01 0.00 0.01
SBL 1 1600 4 10 4 10 0.00 0.01 0.00 0.01
SBT 2 3200 916 916 1241 1241 0.29 * 0.29 * 0.39 * 0.39 * SBR 1 1600 35 35 35 35 0.02 0.02 0.02 0.02
EBL 0 0 112 112 112 112
EBT 1 1600 0 0 0 0 0.07 * 0.07 * 0.07 * 0.07 *
EBR 1 1600 92 92 92 92 0.06 0.06 0.06 0.06
WBL 1 1600 0 8 0 8 0.00 0.01 0.00 0.01
WBT 1 1600 0 0 0 0 0.00 * 0.00 * 0.00 * 0.00 *
WBR 0 0 0 3 0 3
Total Intersection Capacity Utilization (ICU) 0.39 0.39 0.49 0.49 Scenario Level of Service (LOS) A A A A
Δ v/c 0.00 Δ v/c 0.00
* = critical movement
Northbound Southbound Eastbound Westbound
Scenario Volumes Scenario V/C Ratios
654
Intersection Capacity Utilization (ICU) Worksheet
Count Date 4/22/2021
Time Period PM Peak
North-South Street Oxnard Blvd
East-West Street Orchard Place
Control Type Traffic Signal
Traffic Volume Summary
Volumes L T R L T R L T R L T R
Existing (A) 126 1426 0 11 1717 138 82 0 100 0 0 0
Project (B) 0 1 14 8 0 0 0 0 0 24 0 9
Cumulative (C) 126 1771 0 11 1989 138 82 0 100 0 0 0
Geometrics
Lane Geometrics L TT R L TT R LT R L TR
(LT, R for TWSC)
Traffic Scenarios
1 - Existing (A)
2 - Existing + Project (A+B)
3 - Cumulative (C)
4 - Cumulative + Project (B+C)
Level of Service Calculations 1600
Movements # of Lanes Capacity 1 2 3 4 1 2 3 4
NBL 1 1600 126 126 126 126 0.08 * 0.08 * 0.08 * 0.08 *
NBT 2 3200 1426 1427 1771 1772 0.45 0.45 0.55 0.55
NBR 1 1600 0 14 0 14 0.00 0.01 0.00 0.01
SBL 1 1600 11 19 11 19 0.01 0.01 0.01 0.01
SBT 2 3200 1717 1717 1989 1989 0.54 * 0.54 * 0.62 * 0.62 * SBR 1 1600 138 138 138 138 0.09 0.09 0.09 0.09
EBL 0 0 82 82 82 82
EBT 1 1600 0 0 0 0 0.05 * 0.05 * 0.05 * 0.05 *
EBR 1 1600 100 100 100 100 0.06 0.06 0.06 0.06
WBL 1 1600 0 24 0 24 0.00 0.02 0.00 0.02
WBT 1 1600 0 0 0 0 0.00 * 0.01 * 0.00 * 0.01 *
WBR 0 0 0 9 0 9
Total Intersection Capacity Utilization (ICU) 0.67 0.67 0.75 0.76 Scenario Level of Service (LOS) A A A A
Δ v/c 0.01 Δ v/c 0.01
* = critical movement
Northbound Southbound Eastbound Westbound
Scenario Volumes Scenario V/C Ratios
655
Intersection Capacity Utilization (ICU) Worksheet
Count Date 4/24/2021
Time Period SAT Peak
North-South Street Oxnard Blvd
East-West Street Orchard Place
Control Type Traffic Signal
Traffic Volume Summary
Volumes L T R L T R L T R L T R
Existing (A) 100 1495 0 18 1314 78 63 0 133 0 0 0
Project (B) 0 1 26 15 0 0 0 0 0 27 0 11
Cumulative (C) 100 1827 0 18 1646 78 63 0 133 0 0 0
Geometrics
Lane Geometrics L TT R L TT R LT R L TR
(LT, R for TWSC)
Traffic Scenarios
1 - Existing (A)
2 - Existing + Project (A+B)
3 - Cumulative (C)
4 - Cumulative + Project (B+C)
Level of Service Calculations 1600
Movements # of Lanes Capacity 1 2 3 4 1 2 3 4
NBL 1 1600 100 100 100 100 0.06 * 0.06 * 0.06 * 0.06 *
NBT 2 3200 1495 1496 1827 1828 0.47 0.47 0.57 0.57
NBR 1 1600 0 26 0 26 0.00 0.02 0.00 0.02
SBL 1 1600 18 33 18 33 0.01 0.02 0.01 0.02
SBT 2 3200 1314 1314 1646 1646 0.41 * 0.41 * 0.51 * 0.51 * SBR 1 1600 78 78 78 78 0.05 0.05 0.05 0.05
EBL 0 0 63 63 63 63
EBT 1 1600 0 0 0 0 0.04 * 0.04 * 0.04 * 0.04 *
EBR 1 1600 133 133 133 133 0.08 0.08 0.08 0.08
WBL 1 1600 0 27 0 27 0.00 0.02 0.00 0.02
WBT 1 1600 0 0 0 0 0.00 * 0.01 * 0.00 * 0.01 *
WBR 0 0 0 11 0 11
Total Intersection Capacity Utilization (ICU) 0.51 0.52 0.62 0.62 Scenario Level of Service (LOS) A A A A
Δ v/c 0.01 Δ v/c 0.01
* = critical movement
Northbound Southbound Eastbound Westbound
Scenario Volumes Scenario V/C Ratios
656
North Oxnard U-Haul Development Oxnard, CA
APPENDIX C
SYNCHRO & HCM TRAFFIC ANALYSIS REPORTS
657
North Oxnard U-Haul Development Oxnard, CA
EXISTING TRAFFIC ANALYSIS
658
Lanes, Volumes, Timings 2021 AM Existing - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 13
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 112 1 92 1 1 1 9 47 1027 1 1 4
Future Volume (vph) 112 1 92 1 1 1 9 47 1027 1 1 4
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 0 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.850 0.850
Flt Protected 0.953 0.976 0.950 0.950
Satd. Flow (prot) 0 1775 1583 0 1818 1583 0 1687 3374 1509 0 1719 Flt Permitted 0.953 0.976 0.950 0.950
Satd. Flow (perm) 0 1775 1583 0 1818 1583 0 1687 3374 1509 0 1719 Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.75 0.75 0.75 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.83 0.83 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 7% 7% 7% 7% 5% 5%
Adj. Flow (vph) 149 1 123 1 1 1 10 52 1141 1 1 5
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 150 123 0 2 1 0 62 1141 1 0 6
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 0 0 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Sign Control Stop Stop Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 54.6% ICU Level of Service A Analysis Period (min) 15
659
Lanes, Volumes, Timings 2021 AM Existing - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 14
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 916 35
Future Volume (vph) 916 35
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3438 1538
Flt Permitted
Satd. Flow (perm) 3438 1538
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.83 0.83
Heavy Vehicles (%) 5% 5%
Adj. Flow (vph) 1104 42
Shared Lane Traffic (%)
Lane Group Flow (vph) 1104 42
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Sign Control Free
Intersection Summary
660
HCM 6th TWSC 2021 AM Existing - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 15
Intersection
Int Delay, s/veh 82.3
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 112 1 92 1 1 1 9 47 1027 1 1 4 916 35 Future Vol, veh/h 112 1 92 1 1 1 9 47 1027 1 1 4 916 35 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free Free RT Channelized - - Free - - None - - - None - - - None
Storage Length - - 50 - - 0 - 155 - 155 - 225 - 50
Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 -
Grade, % - 0 - - 0 - - - 0 - - - 0 -
Peak Hour Factor 75 75 75 92 92 92 90 90 90 90 83 83 83 83 Heavy Vehicles, % 2 2 2 2 2 2 7 7 7 7 5 5 5 5
Mvmt Flow 149 1 123 1 1 1 10 52 1141 1 1 5 1104 42
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1811 2382 - 1830 2423 571 1104 1146 0 0 1141 1142 0 0 Stage 1 1116 1116 - 1265 1265 - - - - - - - - -
Stage 2 695 1266 - 565 1158 - - - - - - - - -
Critical Hdwy 7.54 6.54 - 7.54 6.54 6.94 6.54 4.24 - - 6.5 4.2 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - - - Follow-up Hdwy 3.52 4.02 - 3.52 4.02 3.32 2.57 2.27 - - 2.55 2.25 - - Pot Cap-1 Maneuver ~ 49 34 0 48 32 464 272 578 - - 262 591 - - Stage 1 221 281 0 179 239 - - - - - - - - -
Stage 2 399 238 0 477 269 - - - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 42 29 - 41 28 464 489 489 - - 472 472 - - Mov Cap-2 Maneuver ~ 42 29 - 41 28 - - - - - - - - -
Stage 1 193 277 - 156 209 - - - - - - - - -
Stage 2 346 208 - 469 266 - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s$ 1363.7 85.3 0.7 0.1
HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 489 - - 42 - 33 464 472 - -
HCM Lane V/C Ratio 0.127 - - 3.587 - 0.066 0.002 0.013 - - HCM Control Delay (s) 13.4 - -$ 1363.7 0 121.6 12.8 12.7 - - HCM Lane LOS B - - F A F B B - -
HCM 95th %tile Q(veh) 0.4 - - 16.9 - 0.2 0 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 661
Lanes, Volumes, Timings 2021 AM Existing - TWSC
24: N Oxnard Blvd. & South Driveway 05/27/2021
Baseline Synchro 10 Report
raSmith Page 19
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 1 1083 1 0 1017
Future Volume (vph) 0 1 1083 1 0 1017
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865
Flt Protected
Satd. Flow (prot) 0 1611 3374 0 0 4940
Flt Permitted
Satd. Flow (perm) 0 1611 3374 0 0 4940
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.90 0.90 0.83 0.83
Heavy Vehicles (%) 2% 2% 7% 7% 5% 5%
Adj. Flow (vph) 0 1 1203 1 0 1225
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1 1204 0 0 1225
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 40.0% ICU Level of Service A Analysis Period (min) 15
662
HCM 6th TWSC 2021 AM Existing - TWSC
24: N Oxnard Blvd. & South Driveway 05/27/2021
Baseline Synchro 10 Report
raSmith Page 20
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 1 1083 1 0 1017
Future Vol, veh/h 0 1 1083 1 0 1017
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 90 90 83 83
Heavy Vehicles, % 2 2 7 7 5 5
Mvmt Flow 0 1 1203 1 0 1225
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 602 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 443 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 443 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 13.1 0 0
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 443 -
HCM Lane V/C Ratio - - 0.002 -
HCM Control Delay (s) - - 13.1 -
HCM Lane LOS - - B -
HCM 95th %tile Q(veh) - - 0 -
663
Lanes, Volumes, Timings 2021 PM Existing - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 17
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 82 1 100 1 1 1 21 105 1426 1 11 1
Future Volume (vph) 82 1 100 1 1 1 21 105 1426 1 11 1
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 0 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.850 0.850
Flt Protected 0.953 0.976 0.950 0.950
Satd. Flow (prot) 0 1793 1599 0 1818 1583 0 1770 3539 1583 0 1770 Flt Permitted 0.953 0.976 0.950 0.950
Satd. Flow (perm) 0 1793 1599 0 1818 1583 0 1770 3539 1583 0 1770 Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.93 0.93 0.93 0.92 0.92 0.92 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Adj. Flow (vph) 88 1 108 1 1 1 24 118 1602 1 12 1
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 89 108 0 2 1 0 142 1602 1 0 13
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 0 0 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Sign Control Stop Stop Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 77.3% ICU Level of Service D Analysis Period (min) 15
664
Lanes, Volumes, Timings 2021 PM Existing - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 18
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1717 138
Future Volume (vph) 1717 138
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3539 1583
Flt Permitted
Satd. Flow (perm) 3539 1583
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.89 0.89
Heavy Vehicles (%) 2% 2%
Adj. Flow (vph) 1929 155
Shared Lane Traffic (%)
Lane Group Flow (vph) 1929 155
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Sign Control Free
Intersection Summary
665
HCM 6th TWSC 2021 PM Existing - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 19
Intersection
Int Delay, s/veh 2.4
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 82 1 100 1 1 1 21 105 1426 1 11 1 1717 138 Future Vol, veh/h 82 1 100 1 1 1 21 105 1426 1 11 1 1717 138 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free Free RT Channelized - - Free - - None - - - None - - - None
Storage Length - - 50 - - 0 - 155 - 155 - 225 - 50
Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 -
Grade, % - 0 - - 0 - - - 0 - - - 0 -
Peak Hour Factor 93 93 93 92 92 92 89 89 89 89 89 89 89 89 Heavy Vehicles, % 1 1 1 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 88 1 108 1 1 1 24 118 1602 1 12 1 1929 155
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 3041 3842 - 2877 3996 801 1929 2084 0 0 1602 1603 0 0 Stage 1 1955 1955 - 1886 1886 - - - - - - - - -
Stage 2 1086 1887 - 991 2110 - - - - - - - - -
Critical Hdwy 7.52 6.52 - 7.54 6.54 6.94 6.44 4.14 - - 6.44 4.14 - - Critical Hdwy Stg 1 6.52 5.52 - 6.54 5.54 - - - - - - - - - Critical Hdwy Stg 2 6.52 5.52 - 6.54 5.54 - - - - - - - - - Follow-up Hdwy 3.51 4.01 - 3.52 4.02 3.32 2.52 2.22 - - 2.52 2.22 - - Pot Cap-1 Maneuver ~ 6 4 0 7 3 327 83 262 - - 135 404 - - Stage 1 ~ 67 110 0 73 118 - - - - - - - - -
Stage 2 233 119 0 264 91 - - - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - ~ 1 - - ~ 1 327 193 193 - - 143 143 - - Mov Cap-2 Maneuver - ~ 1 - - ~ 1 - - - - - - - - -
Stage 1 ~ 18 100 - 19 31 - - - - - - - - -
Stage 2 ~ 59 31 - 237 83 - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 5.1 0.2
HCM LOS - -
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 193 - - - - - 327 143 - -
HCM Lane V/C Ratio 0.734 - - - - - 0.003 0.094 - -
HCM Control Delay (s) 62.7 - - - 0 - 16 32.8 - -
HCM Lane LOS F - - - A - C D - -
HCM 95th %tile Q(veh) 4.8 - - - - - 0 0.3 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 666
Lanes, Volumes, Timings 2021 PM Existing - TWSC
24: N Oxnard Blvd. & South Driveway 05/27/2021
Baseline Synchro 10 Report
raSmith Page 24
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 1 1552 1 0 1838
Future Volume (vph) 0 1 1552 1 0 1838
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865
Flt Protected
Satd. Flow (prot) 0 1611 3539 0 0 5085
Flt Permitted
Satd. Flow (perm) 0 1611 3539 0 0 5085
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.89 0.89 0.89 0.89
Adj. Flow (vph) 0 1 1744 1 0 2065
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1 1745 0 0 2065
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 52.9% ICU Level of Service A Analysis Period (min) 15
667
HCM 6th TWSC 2021 PM Existing - TWSC
24: N Oxnard Blvd. & South Driveway 05/27/2021
Baseline Synchro 10 Report
raSmith Page 25
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 1 1552 1 0 1838
Future Vol, veh/h 0 1 1552 1 0 1838
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 89 89 89 89
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 1 1744 1 0 2065
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 873 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 293 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 293 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 17.3 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 293 -
HCM Lane V/C Ratio - - 0.004 -
HCM Control Delay (s) - - 17.3 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0 -
668
Lanes, Volumes, Timings 2021 Existing AM - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 17
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 112 1 92 1 1 1 9 47 1027 1 1 4
Future Volume (vph) 112 1 92 1 1 1 9 47 1027 1 1 4
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 1 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.925 0.850
Flt Protected 0.953 0.950 0.950 0.950
Satd. Flow (prot) 0 1775 1583 1770 1723 0 0 1687 3374 1509 0 1719 Flt Permitted 0.727 0.515 0.235 0.224
Satd. Flow (perm) 0 1354 1583 959 1723 0 0 417 3374 1509 0 405 Right Turn on Red Yes Yes Yes
Satd. Flow (RTOR) 89 1 11
Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.75 0.75 0.75 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.83 0.83 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 7% 7% 7% 7% 5% 5%
Adj. Flow (vph) 149 1 123 1 1 1 10 52 1141 1 1 5
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 150 123 1 2 0 0 62 1141 1 0 6
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Number of Detectors 1 2 1 1 2 1 1 2 1 1 1
Detector Template Left Thru Right Left Thru Left Left Thru Right Left Left Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 20
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94
Detector 2 Size(ft) 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0
Turn Type Perm NA Free Perm NA Perm Perm NA Perm Perm Perm Protected Phases 4 8 2
669
Lanes, Volumes, Timings 2021 Existing AM - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 18
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 916 35
Future Volume (vph) 916 35
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3438 1538
Flt Permitted
Satd. Flow (perm) 3438 1538
Right Turn on Red Yes
Satd. Flow (RTOR) 22
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.83 0.83
Heavy Vehicles (%) 5% 5%
Adj. Flow (vph) 1104 42
Shared Lane Traffic (%)
Lane Group Flow (vph) 1104 42
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Number of Detectors 2 1
Detector Template Thru Right
Leading Detector (ft) 100 20
Trailing Detector (ft) 0 0
Detector 1 Position(ft) 0 0
Detector 1 Size(ft) 6 20
Detector 1 Type Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0
Detector 1 Queue (s) 0.0 0.0
Detector 1 Delay (s) 0.0 0.0
Detector 2 Position(ft) 94
Detector 2 Size(ft) 6
Detector 2 Type Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0
Turn Type NA Perm
Protected Phases 6
670
Lanes, Volumes, Timings 2021 Existing AM - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 19
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Permitted Phases 4 Free 8 2 2 2 6 6
Detector Phase 4 4 8 8 2 2 2 2 6 6
Switch Phase
Minimum Initial (s) 7.0 7.0 7.0 7.0 15.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 22.5 22.5 22.5 22.5 23.7 23.7 23.7 23.7 23.7 23.7 Total Split (s) 30.0 30.0 30.0 30.0 70.0 70.0 70.0 70.0 70.0 70.0 Total Split (%) 30.0% 30.0% 30.0% 30.0% 70.0% 70.0% 70.0% 70.0% 70.0% 70.0% Maximum Green (s) 26.0 26.0 26.0 26.0 64.3 64.3 64.3 64.3 64.3 64.3 Yellow Time (s) 3.0 3.0 3.0 3.0 4.7 4.7 4.7 4.7 4.7 4.7 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 4.0 5.7 5.7 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0
Act Effct Green (s) 16.3 100.0 16.3 16.3 74.0 74.0 74.0 74.0 Actuated g/C Ratio 0.16 1.00 0.16 0.16 0.74 0.74 0.74 0.74 v/c Ratio 0.68 0.08 0.01 0.01 0.20 0.46 0.00 0.02
Control Delay 54.0 0.1 31.0 26.5 3.6 4.4 0.0 5.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 54.0 0.1 31.0 26.5 3.6 4.4 0.0 5.2
LOS D A C C A A A A
Approach Delay 29.7 28.0 4.4
Approach LOS C C A
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 46 (46%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.68
Intersection Signal Delay: 8.5 Intersection LOS: A
Intersection Capacity Utilization 66.6% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 671
Lanes, Volumes, Timings 2021 Existing AM - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 20
Lane Group SBT SBR
Permitted Phases 6
Detector Phase 6 6
Switch Phase
Minimum Initial (s) 15.0 15.0
Minimum Split (s) 23.7 23.7
Total Split (s) 70.0 70.0
Total Split (%) 70.0% 70.0%
Maximum Green (s) 64.3 64.3
Yellow Time (s) 4.7 4.7
All-Red Time (s) 1.0 1.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0
Recall Mode C-Max C-Max
Walk Time (s) 7.0 7.0
Flash Dont Walk (s) 11.0 11.0
Pedestrian Calls (#/hr) 0 0
Act Effct Green (s) 74.0 74.0
Actuated g/C Ratio 0.74 0.74
v/c Ratio 0.43 0.04
Control Delay 7.9 4.1
Queue Delay 0.0 0.0
Total Delay 7.9 4.1
LOS A A
Approach Delay 7.8
Approach LOS A
Intersection Summary
672
Queues 2021 Existing AM - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 21
Lane Group EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 150 123 1 2 62 1141 1 6 1104 42
v/c Ratio 0.68 0.08 0.01 0.01 0.20 0.46 0.00 0.02 0.43 0.04 Control Delay 54.0 0.1 31.0 26.5 3.6 4.4 0.0 5.2 7.9 4.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 54.0 0.1 31.0 26.5 3.6 4.4 0.0 5.2 7.9 4.1
Queue Length 50th (ft) 91 0 1 1 2 15 0 1 182 8
Queue Length 95th (ft) 118 0 5 6 m10 m390 m0 m3 238 18
Internal Link Dist (ft) 280 23 500 1452
Turn Bay Length (ft) 50 155 155 225 50
Base Capacity (vph) 352 1583 249 448 308 2495 1119 299 2542 1143 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.43 0.08 0.00 0.00 0.20 0.46 0.00 0.02 0.43 0.04 Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal. 673
HCM 6th Signalized Intersection Summary 2021 Existing AM - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 22
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (veh/h) 112 1 92 1 1 1 9 47 1027 1 1 4
Future Volume (veh/h) 112 1 92 1 1 1 9 47 1027 1 1 4
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1796 1796 1796 1826 Adj Flow Rate, veh/h 149 1 0 1 1 1 52 1141 1 5
Peak Hour Factor 0.75 0.75 0.75 0.92 0.92 0.92 0.90 0.90 0.90 0.83 Percent Heavy Veh, % 2 2 2 2 2 2 7 7 7 5
Cap, veh/h 251 1 292 110 110 388 2644 1179 390
Arrive On Green 0.13 0.13 0.00 0.13 0.13 0.13 0.77 0.77 0.77 0.77 Sat Flow, veh/h 1397 9 1585 1416 858 858 471 3413 1522 481 Grp Volume(v), veh/h 150 0 0 1 0 2 52 1141 1 5
Grp Sat Flow(s),veh/h/ln 1406 0 1585 1416 0 1716 471 1706 1522 481 Q Serve(g_s), s 10.3 0.0 0.0 0.0 0.0 0.1 4.1 11.3 0.0 0.4 Cycle Q Clear(g_c), s 10.4 0.0 0.0 0.0 0.0 0.1 14.6 11.3 0.0 11.7 Prop In Lane 0.99 1.00 1.00 0.50 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 252 0 292 0 220 388 2644 1179 390 V/C Ratio(X) 0.59 0.00 0.00 0.00 0.01 0.13 0.43 0.00 0.01 Avail Cap(c_a), veh/h 439 0 478 0 446 388 2644 1179 390 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.6 0.0 0.0 38.0 0.0 38.0 6.1 3.8 2.5 5.8 Incr Delay (d2), s/veh 2.2 0.0 0.0 0.0 0.0 0.0 0.7 0.5 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.7 0.0 0.0 0.0 0.0 0.0 0.4 3.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 44.8 0.0 0.0 38.0 0.0 38.1 6.9 4.3 2.5 5.8 LnGrp LOS D A D A D A A A A
Approach Vol, veh/h 150 A 3 1194
Approach Delay, s/veh 44.8 38.0 4.4
Approach LOS D D A
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 83.2 16.8 83.2 16.8
Change Period (Y+Rc), s 5.7 4.0 5.7 4.0
Max Green Setting (Gmax), s 64.3 26.0 64.3 26.0
Max Q Clear Time (g_c+I1), s 16.6 12.4 13.7 2.1
Green Ext Time (p_c), s 12.8 0.6 11.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 6.8
HCM 6th LOS A
Notes
User approved ignoring U-Turning movement.
Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 674
HCM 6th Signalized Intersection Summary 2021 Existing AM - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 23
Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 916 35
Future Volume (veh/h) 916 35
Initial Q (Qb), veh 0 0
Ped-Bike Adj(A_pbT) 1.00
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1826 1826
Adj Flow Rate, veh/h 1104 42
Peak Hour Factor 0.83 0.83
Percent Heavy Veh, % 5 5
Cap, veh/h 2688 1199
Arrive On Green 0.77 0.77
Sat Flow, veh/h 3469 1547
Grp Volume(v), veh/h 1104 42
Grp Sat Flow(s),veh/h/ln 1735 1547
Q Serve(g_s), s 10.5 0.6
Cycle Q Clear(g_c), s 10.5 0.6
Prop In Lane 1.00
Lane Grp Cap(c), veh/h 2688 1199
V/C Ratio(X) 0.41 0.04
Avail Cap(c_a), veh/h 2688 1199
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 1.00 1.00
Uniform Delay (d), s/veh 3.7 2.6
Incr Delay (d2), s/veh 0.5 0.1
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.9 0.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 4.2 2.7
LnGrp LOS A A
Approach Vol, veh/h 1151
Approach Delay, s/veh 4.1
Approach LOS A
Timer - Assigned Phs
675
Lanes, Volumes, Timings 2021 Existing AM - Signal
24: N Oxnard Blvd. & South Driveway 05/27/2021
Baseline Synchro 10 Report
raSmith Page 28
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 1 1083 1 0 1017
Future Volume (vph) 0 1 1083 1 0 1017
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865
Flt Protected
Satd. Flow (prot) 0 1611 3374 0 0 4940
Flt Permitted
Satd. Flow (perm) 0 1611 3374 0 0 4940
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.90 0.90 0.83 0.83
Heavy Vehicles (%) 2% 2% 7% 7% 5% 5%
Adj. Flow (vph) 0 1 1203 1 0 1225
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1 1204 0 0 1225
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 40.0% ICU Level of Service A Analysis Period (min) 15
676
HCM 6th TWSC 2021 Existing AM - Signal
24: N Oxnard Blvd. & South Driveway 05/27/2021
Baseline Synchro 10 Report
raSmith Page 29
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 1 1083 1 0 1017
Future Vol, veh/h 0 1 1083 1 0 1017
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 90 90 83 83
Heavy Vehicles, % 2 2 7 7 5 5
Mvmt Flow 0 1 1203 1 0 1225
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 602 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 443 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 443 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 13.1 0 0
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 443 -
HCM Lane V/C Ratio - - 0.002 -
HCM Control Delay (s) - - 13.1 -
HCM Lane LOS - - B -
HCM 95th %tile Q(veh) - - 0 -
677
Lanes, Volumes, Timings 2021 PM Existing - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 17
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 82 1 100 1 1 1 21 105 1426 1 11 1
Future Volume (vph) 82 1 100 1 1 1 21 105 1426 1 11 1
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 1 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.925 0.850
Flt Protected 0.953 0.950 0.950 0.950
Satd. Flow (prot) 0 1793 1599 1770 1723 0 0 1770 3539 1583 0 1770 Flt Permitted 0.728 0.655 0.083 0.133
Satd. Flow (perm) 0 1370 1599 1220 1723 0 0 155 3539 1583 0 248 Right Turn on Red Yes Yes Yes
Satd. Flow (RTOR) 108 1 11
Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.93 0.93 0.93 0.92 0.92 0.92 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Adj. Flow (vph) 88 1 108 1 1 1 24 118 1602 1 12 1
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 89 108 1 2 0 0 142 1602 1 0 13
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Number of Detectors 1 2 1 1 2 1 1 2 1 1 1
Detector Template Left Thru Right Left Thru Left Left Thru Right Left Left Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 20
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94
Detector 2 Size(ft) 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0
Turn Type Perm NA Free Perm NA Perm Perm NA Perm Perm Perm Protected Phases 4 8 2
678
Lanes, Volumes, Timings 2021 PM Existing - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 18
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1717 138
Future Volume (vph) 1717 138
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3539 1583
Flt Permitted
Satd. Flow (perm) 3539 1583
Right Turn on Red Yes
Satd. Flow (RTOR) 58
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.89 0.89
Heavy Vehicles (%) 2% 2%
Adj. Flow (vph) 1929 155
Shared Lane Traffic (%)
Lane Group Flow (vph) 1929 155
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Number of Detectors 2 1
Detector Template Thru Right
Leading Detector (ft) 100 20
Trailing Detector (ft) 0 0
Detector 1 Position(ft) 0 0
Detector 1 Size(ft) 6 20
Detector 1 Type Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0
Detector 1 Queue (s) 0.0 0.0
Detector 1 Delay (s) 0.0 0.0
Detector 2 Position(ft) 94
Detector 2 Size(ft) 6
Detector 2 Type Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0
Turn Type NA Perm
Protected Phases 6
679
Lanes, Volumes, Timings 2021 PM Existing - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 19
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Permitted Phases 4 Free 8 2 2 2 6 6
Detector Phase 4 4 8 8 2 2 2 2 6 6
Switch Phase
Minimum Initial (s) 7.0 7.0 7.0 7.0 15.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 22.5 22.5 22.5 22.5 23.7 23.7 23.7 23.7 23.7 23.7 Total Split (s) 22.5 22.5 22.5 22.5 77.5 77.5 77.5 77.5 77.5 77.5 Total Split (%) 22.5% 22.5% 22.5% 22.5% 77.5% 77.5% 77.5% 77.5% 77.5% 77.5% Maximum Green (s) 18.5 18.5 18.5 18.5 71.8 71.8 71.8 71.8 71.8 71.8 Yellow Time (s) 3.0 3.0 3.0 3.0 4.7 4.7 4.7 4.7 4.7 4.7 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 4.0 5.7 5.7 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0
Act Effct Green (s) 11.8 100.0 11.8 11.8 81.8 81.8 81.8 81.8 Actuated g/C Ratio 0.12 1.00 0.12 0.12 0.82 0.82 0.82 0.82 v/c Ratio 0.55 0.07 0.01 0.01 1.13 0.55 0.00 0.06
Control Delay 53.5 0.1 36.0 30.5 134.8 2.7 0.0 2.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.5 0.1 36.0 30.5 134.8 2.7 0.0 2.0
LOS D A D C F A A A
Approach Delay 24.2 32.3 13.4
Approach LOS C C B
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 84 (84%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.13
Intersection Signal Delay: 8.9 Intersection LOS: A
Intersection Capacity Utilization 84.1% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 680
Lanes, Volumes, Timings 2021 PM Existing - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 20
Lane Group SBT SBR
Permitted Phases 6
Detector Phase 6 6
Switch Phase
Minimum Initial (s) 15.0 15.0
Minimum Split (s) 23.7 23.7
Total Split (s) 77.5 77.5
Total Split (%) 77.5% 77.5%
Maximum Green (s) 71.8 71.8
Yellow Time (s) 4.7 4.7
All-Red Time (s) 1.0 1.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0
Recall Mode C-Max C-Max
Walk Time (s) 7.0 7.0
Flash Dont Walk (s) 11.0 11.0
Pedestrian Calls (#/hr) 0 0
Act Effct Green (s) 81.8 81.8
Actuated g/C Ratio 0.82 0.82
v/c Ratio 0.67 0.12
Control Delay 4.0 0.5
Queue Delay 0.0 0.0
Total Delay 4.0 0.5
LOS A A
Approach Delay 3.7
Approach LOS A
Intersection Summary
681
Queues 2021 PM Existing - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 21
Lane Group EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 89 108 1 2 142 1602 1 13 1929 155 v/c Ratio 0.55 0.07 0.01 0.01 1.13 0.55 0.00 0.06 0.67 0.12 Control Delay 53.5 0.1 36.0 30.5 134.8 2.7 0.0 2.0 4.0 0.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.5 0.1 36.0 30.5 134.8 2.7 0.0 2.0 4.0 0.5 Queue Length 50th (ft) 54 0 1 1 ~111 51 0 1 56 1
Queue Length 95th (ft) 100 0 5 7 m#194 m76 m0 m2 187 6
Internal Link Dist (ft) 280 23 500 1452
Turn Bay Length (ft) 50 155 155 225 50
Base Capacity (vph) 253 1599 225 319 126 2894 1297 203 2894 1305 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.35 0.07 0.00 0.01 1.13 0.55 0.00 0.06 0.67 0.12 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal. 682
HCM 6th Signalized Intersection Summary 2021 PM Existing - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 22
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (veh/h) 82 1 100 1 1 1 21 105 1426 1 11 1 Future Volume (veh/h) 82 1 100 1 1 1 21 105 1426 1 11 1 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 88 1 0 1 1 1 118 1602 1 1
Peak Hour Factor 0.93 0.93 0.93 0.92 0.92 0.92 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 1 1 1 2 2 2 2 2 2 2
Cap, veh/h 181 1 205 67 67 194 2931 1308 288
Arrive On Green 0.08 0.08 0.00 0.08 0.08 0.08 0.82 0.82 0.82 0.82 Sat Flow, veh/h 1395 16 1598 1416 858 858 198 3554 1585 317 Grp Volume(v), veh/h 89 0 0 1 0 2 118 1602 1 1
Grp Sat Flow(s),veh/h/ln 1410 0 1598 1416 0 1716 198 1777 1585 317 Q Serve(g_s), s 6.1 0.0 0.0 0.0 0.0 0.1 56.3 14.4 0.0 0.1 Cycle Q Clear(g_c), s 6.2 0.0 0.0 0.1 0.0 0.1 77.1 14.4 0.0 14.5 Prop In Lane 0.99 1.00 1.00 0.50 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 182 0 205 0 134 194 2931 1308 288 V/C Ratio(X) 0.49 0.00 0.00 0.00 0.01 0.61 0.55 0.00 0.00 Avail Cap(c_a), veh/h 335 0 357 0 317 194 2931 1308 288 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.4 0.0 0.0 42.5 0.0 42.5 18.1 2.8 1.5 5.1 Incr Delay (d2), s/veh 2.0 0.0 0.0 0.0 0.0 0.0 13.3 0.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 0.0 0.0 0.0 0.0 0.0 3.0 3.2 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.5 0.0 0.0 42.5 0.0 42.6 31.4 3.5 1.5 5.1 LnGrp LOS D A D A D C A A A
Approach Vol, veh/h 89 A 3 1721
Approach Delay, s/veh 47.5 42.6 5.4
Approach LOS D D A
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 88.2 11.8 88.2 11.8
Change Period (Y+Rc), s 5.7 4.0 5.7 4.0
Max Green Setting (Gmax), s 71.8 18.5 71.8 18.5
Max Q Clear Time (g_c+I1), s 79.1 8.2 22.8 2.1
Green Ext Time (p_c), s 0.0 0.2 28.8 0.0
Intersection Summary
HCM 6th Ctrl Delay 5.8
HCM 6th LOS A
Notes
User approved ignoring U-Turning movement.
Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 683
HCM 6th Signalized Intersection Summary 2021 PM Existing - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Baseline Synchro 10 Report
raSmith Page 23
Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1717 138
Future Volume (veh/h) 1717 138
Initial Q (Qb), veh 0 0
Ped-Bike Adj(A_pbT) 1.00
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1870 1870
Adj Flow Rate, veh/h 1929 155
Peak Hour Factor 0.89 0.89
Percent Heavy Veh, % 2 2
Cap, veh/h 2931 1308
Arrive On Green 0.82 0.82
Sat Flow, veh/h 3554 1585
Grp Volume(v), veh/h 1929 155
Grp Sat Flow(s),veh/h/ln 1777 1585
Q Serve(g_s), s 20.8 1.9
Cycle Q Clear(g_c), s 20.8 1.9
Prop In Lane 1.00
Lane Grp Cap(c), veh/h 2931 1308
V/C Ratio(X) 0.66 0.12
Avail Cap(c_a), veh/h 2931 1308
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 1.00 1.00
Uniform Delay (d), s/veh 3.4 1.7
Incr Delay (d2), s/veh 1.2 0.2
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.7 0.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 4.5 1.9
LnGrp LOS A A
Approach Vol, veh/h 2085
Approach Delay, s/veh 4.3
Approach LOS A
Timer - Assigned Phs
684
Lanes, Volumes, Timings 2021 PM Existing - Signal
24: N Oxnard Blvd. & South Driveway 05/27/2021
Baseline Synchro 10 Report
raSmith Page 28
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 1 1552 1 0 1838
Future Volume (vph) 0 1 1552 1 0 1838
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865
Flt Protected
Satd. Flow (prot) 0 1611 3539 0 0 5085
Flt Permitted
Satd. Flow (perm) 0 1611 3539 0 0 5085
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.89 0.89 0.89 0.89
Adj. Flow (vph) 0 1 1744 1 0 2065
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1 1745 0 0 2065
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 52.9% ICU Level of Service A Analysis Period (min) 15
685
HCM 6th TWSC 2021 PM Existing - Signal
24: N Oxnard Blvd. & South Driveway 05/27/2021
Baseline Synchro 10 Report
raSmith Page 29
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 1 1552 1 0 1838
Future Vol, veh/h 0 1 1552 1 0 1838
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 89 89 89 89
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 1 1744 1 0 2065
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 873 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 293 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 293 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 17.3 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 293 -
HCM Lane V/C Ratio - - 0.004 -
HCM Control Delay (s) - - 17.3 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0 -
686
North Oxnard U-Haul Development Oxnard, CA
EXISTING + PROJECT TRAFFIC ANALYSIS
687
Lanes, Volumes, Timings 2021 AM Existing + Project - TWSC 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 17
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 112 1 92 0 0 3 17 47 1027 10 1 10
Future Volume (vph) 112 1 92 0 0 3 17 47 1027 10 1 10
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 0 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.865 0.850
Flt Protected 0.953 0.950 0.950
Satd. Flow (prot) 0 1775 1583 0 0 1611 0 1687 3374 1509 0 1719 Flt Permitted 0.953 0.950 0.950
Satd. Flow (perm) 0 1775 1583 0 0 1611 0 1687 3374 1509 0 1719 Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.75 0.75 0.75 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.83 0.83 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 7% 7% 7% 7% 5% 5%
Adj. Flow (vph) 149 1 123 0 0 3 19 52 1141 11 1 12
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 150 123 0 0 3 0 71 1141 11 0 13 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 0 0 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Sign Control Stop Stop Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 54.6% ICU Level of Service A Analysis Period (min) 15
688
Lanes, Volumes, Timings 2021 AM Existing + Project - TWSC 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 18
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 916 35
Future Volume (vph) 916 35
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3438 1538
Flt Permitted
Satd. Flow (perm) 3438 1538
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.83 0.83
Heavy Vehicles (%) 5% 5%
Adj. Flow (vph) 1104 42
Shared Lane Traffic (%)
Lane Group Flow (vph) 1104 42
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Sign Control Free
Intersection Summary
689
HCM 6th TWSC 2021 AM Existing + Project - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 19
Intersection
Int Delay, s/veh 89.6
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 112 1 92 0 0 3 17 47 1027 10 1 10 916 35 Future Vol, veh/h 112 1 92 0 0 3 17 47 1027 10 1 10 916 35 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free Free RT Channelized - - Free - - None - - - None - - - None
Storage Length - - 50 - - 0 - 155 - 155 - 225 - 50
Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 -
Grade, % - 0 - - 0 - - - 0 - - - 0 -
Peak Hour Factor 75 75 75 92 92 92 90 90 90 90 83 83 83 83 Heavy Vehicles, % 2 2 2 2 2 2 7 7 7 7 5 5 5 5
Mvmt Flow 149 1 123 0 0 3 19 52 1141 11 1 12 1104 42
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1843 2424 - - - 571 1104 1146 0 0 1141 1152 0 0 Stage 1 1130 1130 - - - - - - - - - - - -
Stage 2 713 1294 - - - - - - - - - - - -
Critical Hdwy 7.54 6.54 - - - 6.94 6.54 4.24 - - 6.5 4.2 - - Critical Hdwy Stg 1 6.54 5.54 - - - - - - - - - - - -
Critical Hdwy Stg 2 6.54 5.54 - - - - - - - - - - - -
Follow-up Hdwy 3.52 4.02 - - - 3.32 2.57 2.27 - - 2.55 2.25 - - Pot Cap-1 Maneuver ~ 46 32 0 0 0 464 272 578 - - 262 585 - - Stage 1 217 277 0 0 0 - - - - - - - - -
Stage 2 389 231 0 0 0 - - - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 39 26 - - - 464 445 445 - - 525 525 - - Mov Cap-2 Maneuver ~ 39 26 - - - - - - - - - - - -
Stage 1 182 270 - - - - - - - - - - - -
Stage 2 325 194 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s$ 1500.2 12.8 0.8 0.1
HCM LOS F B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 445 - - 39 - 464 525 - -
HCM Lane V/C Ratio 0.16 - - 3.863 - 0.007 0.025 - -
HCM Control Delay (s) 14.6 - -$ 1500.2 0 12.8 12 - -
HCM Lane LOS B - - F A B B - -
HCM 95th %tile Q(veh) 0.6 - - 17.2 - 0 0.1 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 690
Lanes, Volumes, Timings 2021 AM Existing + Project - TWSC 24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 24
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 8 1093 4 0 1025
Future Volume (vph) 0 8 1093 4 0 1025
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865
Flt Protected
Satd. Flow (prot) 0 1611 3374 0 0 4940
Flt Permitted
Satd. Flow (perm) 0 1611 3374 0 0 4940
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.90 0.90 0.83 0.83
Heavy Vehicles (%) 2% 2% 7% 7% 5% 5%
Adj. Flow (vph) 0 9 1214 4 0 1235
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 9 1218 0 0 1235
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 40.3% ICU Level of Service A Analysis Period (min) 15
691
HCM 6th TWSC 2021 AM Existing + Project - TWSC
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 25
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 8 1093 4 0 1025
Future Vol, veh/h 0 8 1093 4 0 1025
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 90 90 83 83
Heavy Vehicles, % 2 2 7 7 5 5
Mvmt Flow 0 9 1214 4 0 1235
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 609 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 438 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 438 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 13.4 0 0
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 438 -
HCM Lane V/C Ratio - - 0.02 -
HCM Control Delay (s) - - 13.4 -
HCM Lane LOS - - B -
HCM 95th %tile Q(veh) - - 0.1 -
692
Lanes, Volumes, Timings 2021 PM Existing + Project - TWSC 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 17
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 82 1 100 0 0 9 45 105 1427 14 11 8 Future Volume (vph) 82 1 100 0 0 9 45 105 1427 14 11 8
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 0 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.865 0.850
Flt Protected 0.953 0.950 0.950
Satd. Flow (prot) 0 1793 1599 0 0 1611 0 1770 3539 1583 0 1770 Flt Permitted 0.953 0.950 0.950
Satd. Flow (perm) 0 1793 1599 0 0 1611 0 1770 3539 1583 0 1770 Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.93 0.93 0.93 0.92 0.92 0.92 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Adj. Flow (vph) 88 1 108 0 0 10 51 118 1603 16 12 9
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 89 108 0 0 10 0 169 1603 16 0 21 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 0 0 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Sign Control Stop Stop Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 72.0% ICU Level of Service C Analysis Period (min) 15
693
Lanes, Volumes, Timings 2021 PM Existing + Project - TWSC 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 18
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1717 138
Future Volume (vph) 1717 138
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3539 1583
Flt Permitted
Satd. Flow (perm) 3539 1583
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.89 0.89
Heavy Vehicles (%) 2% 2%
Adj. Flow (vph) 1929 155
Shared Lane Traffic (%)
Lane Group Flow (vph) 1929 155
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Sign Control Free
Intersection Summary
694
HCM 6th TWSC 2021 PM Existing + Project - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 19
Intersection
Int Delay, s/veh 6.3
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 82 1 100 0 0 9 45 105 1427 14 11 8 1717 138 Future Vol, veh/h 82 1 100 0 0 9 45 105 1427 14 11 8 1717 138 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free Free RT Channelized - - Free - - None - - - None - - - None
Storage Length - - 50 - - 0 - 155 - 155 - 225 - 50
Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 -
Grade, % - 0 - - 0 - - - 0 - - - 0 -
Peak Hour Factor 93 93 93 92 92 92 89 89 89 89 89 89 89 89 Heavy Vehicles, % 1 1 1 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 88 1 108 0 0 10 51 118 1603 16 12 9 1929 155
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 3111 3928 - - - 802 1929 2084 0 0 1603 1619 0 0 Stage 1 1971 1971 - - - - - - - - - - - -
Stage 2 1140 1957 - - - - - - - - - - - -
Critical Hdwy 7.52 6.52 - - - 6.94 6.44 4.14 - - 6.44 4.14 - - Critical Hdwy Stg 1 6.52 5.52 - - - - - - - - - - - -
Critical Hdwy Stg 2 6.52 5.52 - - - - - - - - - - - -
Follow-up Hdwy 3.51 4.01 - - - 3.32 2.52 2.22 - - 2.52 2.22 - - Pot Cap-1 Maneuver ~ 5 3 0 0 0 327 83 262 - - 135 398 - - Stage 1 ~ 65 108 0 0 0 - - - - - - - - -
Stage 2 216 110 0 0 0 - - - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - 0 - - - 327 159 159 - - 183 183 - - Mov Cap-2 Maneuver - 0 - - - - - - - - - - - -
Stage 1 ~ 65 96 - - - - - - - - - - - -
Stage 2 - 0 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 16.3 13.7 0.3
HCM LOS - C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 159 - - - - 327 183 - -
HCM Lane V/C Ratio 1.06 - - - - 0.03 0.117 - -
HCM Control Delay (s) 145.7 - - - 0 16.3 27.3 - -
HCM Lane LOS F - - - A C D - -
HCM 95th %tile Q(veh) 8.6 - - - - 0.1 0.4 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 695
Lanes, Volumes, Timings 2021 PM Existing + Project - TWSC 24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 24
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 25 1566 5 0 1862
Future Volume (vph) 0 25 1566 5 0 1862
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865 0.999
Flt Protected
Satd. Flow (prot) 0 1611 3536 0 0 5085
Flt Permitted
Satd. Flow (perm) 0 1611 3536 0 0 5085
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.89 0.89 0.89 0.89
Adj. Flow (vph) 0 27 1760 6 0 2092
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 27 1766 0 0 2092
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 53.4% ICU Level of Service A Analysis Period (min) 15
696
HCM 6th TWSC 2021 PM Existing + Project - TWSC
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 25
Intersection
Int Delay, s/veh 0.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 25 1566 5 0 1862
Future Vol, veh/h 0 25 1566 5 0 1862
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 89 89 89 89
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 27 1760 6 0 2092
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 883 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 289 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 289 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 18.7 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 289 -
HCM Lane V/C Ratio - - 0.094 -
HCM Control Delay (s) - - 18.7 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0.3 -
697
Lanes, Volumes, Timings 2021 AM Existing + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 17
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 112 1 92 8 1 3 9 47 1027 10 1 10
Future Volume (vph) 112 1 92 8 1 3 9 47 1027 10 1 10
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 1 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.887 0.850
Flt Protected 0.953 0.950 0.950 0.950
Satd. Flow (prot) 0 1775 1583 1770 1652 0 0 1687 3374 1509 0 1719 Flt Permitted 0.725 0.515 0.235 0.224
Satd. Flow (perm) 0 1350 1583 959 1652 0 0 417 3374 1509 0 405 Right Turn on Red Yes Yes Yes
Satd. Flow (RTOR) 89 3 11
Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.75 0.75 0.75 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.83 0.83 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 7% 7% 7% 7% 5% 5%
Adj. Flow (vph) 149 1 123 9 1 3 10 52 1141 11 1 12
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 150 123 9 4 0 0 62 1141 11 0 13 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Number of Detectors 1 2 1 1 2 1 1 2 1 1 1
Detector Template Left Thru Right Left Thru Left Left Thru Right Left Left Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 20
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94
Detector 2 Size(ft) 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0
Turn Type Perm NA Free Perm NA Perm Perm NA Perm Perm Perm Protected Phases 4 8 2
698
Lanes, Volumes, Timings 2021 AM Existing + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 18
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 916 35
Future Volume (vph) 916 35
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3438 1538
Flt Permitted
Satd. Flow (perm) 3438 1538
Right Turn on Red Yes
Satd. Flow (RTOR) 22
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.83 0.83
Heavy Vehicles (%) 5% 5%
Adj. Flow (vph) 1104 42
Shared Lane Traffic (%)
Lane Group Flow (vph) 1104 42
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Number of Detectors 2 1
Detector Template Thru Right
Leading Detector (ft) 100 20
Trailing Detector (ft) 0 0
Detector 1 Position(ft) 0 0
Detector 1 Size(ft) 6 20
Detector 1 Type Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0
Detector 1 Queue (s) 0.0 0.0
Detector 1 Delay (s) 0.0 0.0
Detector 2 Position(ft) 94
Detector 2 Size(ft) 6
Detector 2 Type Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0
Turn Type NA Perm
Protected Phases 6
699
Lanes, Volumes, Timings 2021 AM Existing + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 19
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Permitted Phases 4 Free 8 2 2 2 6 6
Detector Phase 4 4 8 8 2 2 2 2 6 6
Switch Phase
Minimum Initial (s) 7.0 7.0 7.0 7.0 15.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 22.5 22.5 22.5 22.5 23.7 23.7 23.7 23.7 23.7 23.7 Total Split (s) 30.0 30.0 30.0 30.0 70.0 70.0 70.0 70.0 70.0 70.0 Total Split (%) 30.0% 30.0% 30.0% 30.0% 70.0% 70.0% 70.0% 70.0% 70.0% 70.0% Maximum Green (s) 26.0 26.0 26.0 26.0 64.3 64.3 64.3 64.3 64.3 64.3 Yellow Time (s) 3.0 3.0 3.0 3.0 4.7 4.7 4.7 4.7 4.7 4.7 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 4.0 5.7 5.7 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0
Act Effct Green (s) 16.3 100.0 16.3 16.3 74.0 74.0 74.0 74.0 Actuated g/C Ratio 0.16 1.00 0.16 0.16 0.74 0.74 0.74 0.74 v/c Ratio 0.68 0.08 0.06 0.01 0.20 0.46 0.01 0.04
Control Delay 54.1 0.1 32.8 22.5 3.6 4.4 0.4 5.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 54.1 0.1 32.8 22.5 3.6 4.4 0.4 5.5
LOS D A C C A A A A
Approach Delay 29.8 29.6 4.3
Approach LOS C C A
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 46 (46%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.68
Intersection Signal Delay: 8.6 Intersection LOS: A
Intersection Capacity Utilization 66.6% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 700
Lanes, Volumes, Timings 2021 AM Existing + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 20
Lane Group SBT SBR
Permitted Phases 6
Detector Phase 6 6
Switch Phase
Minimum Initial (s) 15.0 15.0
Minimum Split (s) 23.7 23.7
Total Split (s) 70.0 70.0
Total Split (%) 70.0% 70.0%
Maximum Green (s) 64.3 64.3
Yellow Time (s) 4.7 4.7
All-Red Time (s) 1.0 1.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0
Recall Mode C-Max C-Max
Walk Time (s) 7.0 7.0
Flash Dont Walk (s) 11.0 11.0
Pedestrian Calls (#/hr) 0 0
Act Effct Green (s) 74.0 74.0
Actuated g/C Ratio 0.74 0.74
v/c Ratio 0.43 0.04
Control Delay 7.9 4.1
Queue Delay 0.0 0.0
Total Delay 7.9 4.1
LOS A A
Approach Delay 7.8
Approach LOS A
Intersection Summary
701
Queues 2021 AM Existing + Project - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 21
Lane Group EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 150 123 9 4 62 1141 11 13 1104 42 v/c Ratio 0.68 0.08 0.06 0.01 0.20 0.46 0.01 0.04 0.43 0.04 Control Delay 54.1 0.1 32.8 22.5 3.6 4.4 0.4 5.5 7.9 4.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 54.1 0.1 32.8 22.5 3.6 4.4 0.4 5.5 7.9 4.1
Queue Length 50th (ft) 91 0 5 1 2 16 0 3 182 8
Queue Length 95th (ft) 118 0 18 10 m11 m388 m0 m10 238 18 Internal Link Dist (ft) 280 23 500 1452
Turn Bay Length (ft) 50 155 155 225 50
Base Capacity (vph) 351 1583 249 431 308 2495 1119 299 2542 1143 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.43 0.08 0.04 0.01 0.20 0.46 0.01 0.04 0.43 0.04 Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal. 702
HCM 6th Signalized Intersection Summary 2021 AM Existing + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
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Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (veh/h) 112 1 92 8 1 3 9 47 1027 10 1 10 Future Volume (veh/h) 112 1 92 8 1 3 9 47 1027 10 1 10
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1796 1796 1796 1826 Adj Flow Rate, veh/h 149 1 0 9 1 3 52 1141 11 12
Peak Hour Factor 0.75 0.75 0.75 0.92 0.92 0.92 0.90 0.90 0.90 0.83 Percent Heavy Veh, % 2 2 2 2 2 2 7 7 7 5
Cap, veh/h 251 1 295 54 161 386 2638 1177 386
Arrive On Green 0.13 0.13 0.00 0.13 0.13 0.13 0.77 0.77 0.77 0.77 Sat Flow, veh/h 1382 9 1585 1416 412 1236 471 3413 1522 476 Grp Volume(v), veh/h 150 0 0 9 0 4 52 1141 11 12
Grp Sat Flow(s),veh/h/ln 1392 0 1585 1416 0 1648 471 1706 1522 476 Q Serve(g_s), s 10.3 0.0 0.0 0.0 0.0 0.2 4.1 11.4 0.2 0.9 Cycle Q Clear(g_c), s 10.6 0.0 0.0 0.4 0.0 0.2 14.7 11.4 0.2 12.3 Prop In Lane 0.99 1.00 1.00 0.75 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 253 0 295 0 214 386 2638 1177 386 V/C Ratio(X) 0.59 0.00 0.03 0.00 0.02 0.13 0.43 0.01 0.03 Avail Cap(c_a), veh/h 437 0 479 0 428 386 2638 1177 386 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.5 0.0 0.0 38.0 0.0 37.9 6.2 3.9 2.6 6.0 Incr Delay (d2), s/veh 2.2 0.0 0.0 0.0 0.0 0.0 0.7 0.5 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.7 0.0 0.0 0.2 0.0 0.1 0.4 3.1 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 44.8 0.0 0.0 38.1 0.0 38.0 7.0 4.4 2.6 6.1 LnGrp LOS D A D A D A A A A
Approach Vol, veh/h 150 A 13 1204
Approach Delay, s/veh 44.8 38.0 4.5
Approach LOS D D A
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 83.0 17.0 83.0 17.0
Change Period (Y+Rc), s 5.7 4.0 5.7 4.0
Max Green Setting (Gmax), s 64.3 26.0 64.3 26.0
Max Q Clear Time (g_c+I1), s 16.7 12.6 14.3 2.4
Green Ext Time (p_c), s 12.9 0.6 11.5 0.0
Intersection Summary
HCM 6th Ctrl Delay 6.9
HCM 6th LOS A
Notes
User approved ignoring U-Turning movement.
Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 703
HCM 6th Signalized Intersection Summary 2021 AM Existing + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 23
Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 916 35
Future Volume (veh/h) 916 35
Initial Q (Qb), veh 0 0
Ped-Bike Adj(A_pbT) 1.00
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1826 1826
Adj Flow Rate, veh/h 1104 42
Peak Hour Factor 0.83 0.83
Percent Heavy Veh, % 5 5
Cap, veh/h 2682 1196
Arrive On Green 0.77 0.77
Sat Flow, veh/h 3469 1547
Grp Volume(v), veh/h 1104 42
Grp Sat Flow(s),veh/h/ln 1735 1547
Q Serve(g_s), s 10.6 0.6
Cycle Q Clear(g_c), s 10.6 0.6
Prop In Lane 1.00
Lane Grp Cap(c), veh/h 2682 1196
V/C Ratio(X) 0.41 0.04
Avail Cap(c_a), veh/h 2682 1196
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 1.00 1.00
Uniform Delay (d), s/veh 3.8 2.6
Incr Delay (d2), s/veh 0.5 0.1
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.9 0.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 4.2 2.7
LnGrp LOS A A
Approach Vol, veh/h 1158
Approach Delay, s/veh 4.2
Approach LOS A
Timer - Assigned Phs
704
Lanes, Volumes, Timings 2021 AM Existing + Project - Signal 24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 28
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 1 1093 4 0 1025
Future Volume (vph) 0 1 1093 4 0 1025
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865
Flt Protected
Satd. Flow (prot) 0 1611 3374 0 0 4940
Flt Permitted
Satd. Flow (perm) 0 1611 3374 0 0 4940
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.90 0.90 0.83 0.83
Heavy Vehicles (%) 2% 2% 7% 7% 5% 5%
Adj. Flow (vph) 0 1 1214 4 0 1235
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1 1218 0 0 1235
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 40.3% ICU Level of Service A Analysis Period (min) 15
705
HCM 6th TWSC 2021 AM Existing + Project - Signal
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 29
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 1 1093 4 0 1025
Future Vol, veh/h 0 1 1093 4 0 1025
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 90 90 83 83
Heavy Vehicles, % 2 2 7 7 5 5
Mvmt Flow 0 1 1214 4 0 1235
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 609 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 438 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 438 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 13.2 0 0
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 438 -
HCM Lane V/C Ratio - - 0.002 -
HCM Control Delay (s) - - 13.2 -
HCM Lane LOS - - B -
HCM 95th %tile Q(veh) - - 0 -
706
Lanes, Volumes, Timings 2021 PM Existing + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 82 1 100 24 1 9 21 105 1427 14 11 8 Future Volume (vph) 82 1 100 24 1 9 21 105 1427 14 11 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 1 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.864 0.850
Flt Protected 0.953 0.950 0.950 0.950
Satd. Flow (prot) 0 1793 1599 1770 1609 0 0 1770 3539 1583 0 1770 Flt Permitted 0.721 0.656 0.083 0.132
Satd. Flow (perm) 0 1356 1599 1222 1609 0 0 155 3539 1583 0 246 Right Turn on Red Yes Yes Yes
Satd. Flow (RTOR) 108 10 16
Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.93 0.93 0.93 0.92 0.92 0.92 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Adj. Flow (vph) 88 1 108 26 1 10 24 118 1603 16 12 9
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 89 108 26 11 0 0 142 1603 16 0 21 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Number of Detectors 1 2 1 1 2 1 1 2 1 1 1
Detector Template Left Thru Right Left Thru Left Left Thru Right Left Left Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 20
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94
Detector 2 Size(ft) 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0
Turn Type Perm NA Free Perm NA Perm Perm NA Perm Perm Perm Protected Phases 4 8 2
707
Lanes, Volumes, Timings 2021 PM Existing + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 2
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1717 138
Future Volume (vph) 1717 138
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3539 1583
Flt Permitted
Satd. Flow (perm) 3539 1583
Right Turn on Red Yes
Satd. Flow (RTOR) 58
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.89 0.89
Heavy Vehicles (%) 2% 2%
Adj. Flow (vph) 1929 155
Shared Lane Traffic (%)
Lane Group Flow (vph) 1929 155
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Number of Detectors 2 1
Detector Template Thru Right
Leading Detector (ft) 100 20
Trailing Detector (ft) 0 0
Detector 1 Position(ft) 0 0
Detector 1 Size(ft) 6 20
Detector 1 Type Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0
Detector 1 Queue (s) 0.0 0.0
Detector 1 Delay (s) 0.0 0.0
Detector 2 Position(ft) 94
Detector 2 Size(ft) 6
Detector 2 Type Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0
Turn Type NA Perm
Protected Phases 6
708
Lanes, Volumes, Timings 2021 PM Existing + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Permitted Phases 4 Free 8 2 2 2 6 6
Detector Phase 4 4 8 8 2 2 2 2 6 6
Switch Phase
Minimum Initial (s) 7.0 7.0 7.0 7.0 15.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 22.5 22.5 22.5 22.5 23.7 23.7 23.7 23.7 23.7 23.7 Total Split (s) 22.5 22.5 22.5 22.5 77.5 77.5 77.5 77.5 77.5 77.5 Total Split (%) 22.5% 22.5% 22.5% 22.5% 77.5% 77.5% 77.5% 77.5% 77.5% 77.5% Maximum Green (s) 18.5 18.5 18.5 18.5 71.8 71.8 71.8 71.8 71.8 71.8 Yellow Time (s) 3.0 3.0 3.0 3.0 4.7 4.7 4.7 4.7 4.7 4.7 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 4.0 5.7 5.7 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0
Act Effct Green (s) 11.9 100.0 11.9 11.9 81.7 81.7 81.7 81.7 Actuated g/C Ratio 0.12 1.00 0.12 0.12 0.82 0.82 0.82 0.82 v/c Ratio 0.55 0.07 0.18 0.06 1.13 0.55 0.01 0.10
Control Delay 53.6 0.1 40.5 20.4 135.3 2.5 0.2 2.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.6 0.1 40.5 20.4 135.3 2.5 0.2 2.3
LOS D A D C F A A A
Approach Delay 24.2 34.5 13.2
Approach LOS C C B
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 70 (70%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.13
Intersection Signal Delay: 9.0 Intersection LOS: A
Intersection Capacity Utilization 84.1% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 709
Lanes, Volumes, Timings 2021 PM Existing + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 4
Lane Group SBT SBR
Permitted Phases 6
Detector Phase 6 6
Switch Phase
Minimum Initial (s) 15.0 15.0
Minimum Split (s) 23.7 23.7
Total Split (s) 77.5 77.5
Total Split (%) 77.5% 77.5%
Maximum Green (s) 71.8 71.8
Yellow Time (s) 4.7 4.7
All-Red Time (s) 1.0 1.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0
Recall Mode C-Max C-Max
Walk Time (s) 7.0 7.0
Flash Dont Walk (s) 11.0 11.0
Pedestrian Calls (#/hr) 0 0
Act Effct Green (s) 81.7 81.7
Actuated g/C Ratio 0.82 0.82
v/c Ratio 0.67 0.12
Control Delay 3.9 0.4
Queue Delay 0.0 0.0
Total Delay 3.9 0.4
LOS A A
Approach Delay 3.7
Approach LOS A
Intersection Summary
710
Queues 2021 PM Existing + Project - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 5
Lane Group EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 89 108 26 11 142 1603 16 21 1929 155 v/c Ratio 0.55 0.07 0.18 0.06 1.13 0.55 0.01 0.10 0.67 0.12 Control Delay 53.6 0.1 40.5 20.4 135.3 2.5 0.2 2.3 3.9 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.6 0.1 40.5 20.4 135.3 2.5 0.2 2.3 3.9 0.4 Queue Length 50th (ft) 54 0 15 1 ~111 52 0 1 53 0
Queue Length 95th (ft) 100 0 38 16 m#196 m79 m0 4 80 6
Internal Link Dist (ft) 280 23 500 1452
Turn Bay Length (ft) 50 155 155 225 50
Base Capacity (vph) 250 1599 226 305 126 2892 1296 201 2892 1304 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.36 0.07 0.12 0.04 1.13 0.55 0.01 0.10 0.67 0.12 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal. 711
HCM 6th Signalized Intersection Summary 2021 PM Existing + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 6
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (veh/h) 82 1 100 24 1 9 21 105 1427 14 11 8 Future Volume (veh/h) 82 1 100 24 1 9 21 105 1427 14 11 8 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 88 1 0 26 1 10 118 1603 16 9
Peak Hour Factor 0.93 0.93 0.93 0.92 0.92 0.92 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 1 1 1 2 2 2 2 2 2 2
Cap, veh/h 185 1 220 13 128 190 2899 1293 279
Arrive On Green 0.09 0.09 0.00 0.09 0.09 0.09 0.82 0.82 0.82 0.82 Sat Flow, veh/h 1302 15 1598 1416 146 1461 198 3554 1585 312 Grp Volume(v), veh/h 89 0 0 26 0 11 118 1603 16 9
Grp Sat Flow(s),veh/h/ln 1316 0 1598 1416 0 1607 198 1777 1585 312 Q Serve(g_s), s 6.2 0.0 0.0 0.0 0.0 0.6 59.3 15.1 0.2 1.0 Cycle Q Clear(g_c), s 6.8 0.0 0.0 1.4 0.0 0.6 81.2 15.1 0.2 16.1 Prop In Lane 0.99 1.00 1.00 0.91 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 187 0 220 0 140 190 2899 1293 279 V/C Ratio(X) 0.48 0.00 0.12 0.00 0.08 0.62 0.55 0.01 0.03 Avail Cap(c_a), veh/h 325 0 359 0 297 190 2899 1293 279 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.0 0.0 0.0 42.3 0.0 41.9 20.1 3.1 1.7 5.8 Incr Delay (d2), s/veh 1.9 0.0 0.0 0.2 0.0 0.2 14.2 0.8 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 0.0 0.0 0.6 0.0 0.3 3.2 3.6 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.9 0.0 0.0 42.5 0.0 42.2 34.3 3.9 1.7 6.0 LnGrp LOS D A D A D C A A A
Approach Vol, veh/h 89 A 37 1737
Approach Delay, s/veh 46.9 42.4 5.9
Approach LOS D D A
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 87.3 12.7 87.3 12.7
Change Period (Y+Rc), s 5.7 4.0 5.7 4.0
Max Green Setting (Gmax), s 71.8 18.5 71.8 18.5
Max Q Clear Time (g_c+I1), s 83.2 8.8 23.9 3.4
Green Ext Time (p_c), s 0.0 0.2 28.8 0.1
Intersection Summary
HCM 6th Ctrl Delay 6.6
HCM 6th LOS A
Notes
User approved ignoring U-Turning movement.
Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 712
HCM 6th Signalized Intersection Summary 2021 PM Existing + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 7
Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1717 138
Future Volume (veh/h) 1717 138
Initial Q (Qb), veh 0 0
Ped-Bike Adj(A_pbT) 1.00
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1870 1870
Adj Flow Rate, veh/h 1929 155
Peak Hour Factor 0.89 0.89
Percent Heavy Veh, % 2 2
Cap, veh/h 2899 1293
Arrive On Green 0.82 0.82
Sat Flow, veh/h 3554 1585
Grp Volume(v), veh/h 1929 155
Grp Sat Flow(s),veh/h/ln 1777 1585
Q Serve(g_s), s 21.9 2.0
Cycle Q Clear(g_c), s 21.9 2.0
Prop In Lane 1.00
Lane Grp Cap(c), veh/h 2899 1293
V/C Ratio(X) 0.67 0.12
Avail Cap(c_a), veh/h 2899 1293
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 1.00 1.00
Uniform Delay (d), s/veh 3.7 1.9
Incr Delay (d2), s/veh 1.2 0.2
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.2 0.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 4.9 2.1
LnGrp LOS A A
Approach Vol, veh/h 2093
Approach Delay, s/veh 4.7
Approach LOS A
Timer - Assigned Phs
713
Lanes, Volumes, Timings 2021 PM Existing + Project - Signal 24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 8
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 1 1566 5 0 1862
Future Volume (vph) 0 1 1566 5 0 1862
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865 0.999
Flt Protected
Satd. Flow (prot) 0 1611 3536 0 0 5085
Flt Permitted
Satd. Flow (perm) 0 1611 3536 0 0 5085
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.89 0.89 0.89 0.89
Adj. Flow (vph) 0 1 1760 6 0 2092
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1 1766 0 0 2092
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 53.4% ICU Level of Service A Analysis Period (min) 15
714
HCM 6th TWSC 2021 PM Existing + Project - Signal
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 9
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 1 1566 5 0 1862
Future Vol, veh/h 0 1 1566 5 0 1862
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 89 89 89 89
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 1 1760 6 0 2092
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 883 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 289 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 289 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 17.5 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 289 -
HCM Lane V/C Ratio - - 0.004 -
HCM Control Delay (s) - - 17.5 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0 -
715
North Oxnard U-Haul Development Oxnard, CA
CUMULATIVE TRAFFIC ANALYSIS
716
Lanes, Volumes, Timings 2021 AM Cumulative - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 112 1 92 1 1 1 9 47 1242 1 1 4
Future Volume (vph) 112 1 92 1 1 1 9 47 1242 1 1 4
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 0 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.850 0.850
Flt Protected 0.953 0.976 0.950 0.950
Satd. Flow (prot) 0 1775 1583 0 1818 1583 0 1687 3374 1509 0 1719 Flt Permitted 0.953 0.976 0.950 0.950
Satd. Flow (perm) 0 1775 1583 0 1818 1583 0 1687 3374 1509 0 1719 Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.75 0.75 0.75 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.83 0.83 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 7% 7% 7% 7% 5% 5%
Adj. Flow (vph) 149 1 123 1 1 1 10 52 1380 1 1 5
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 150 123 0 2 1 0 62 1380 1 0 6
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 0 0 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Sign Control Stop Stop Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 60.6% ICU Level of Service B Analysis Period (min) 15
717
Lanes, Volumes, Timings 2021 AM Cumulative - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 2
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1241 35
Future Volume (vph) 1241 35
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3438 1538
Flt Permitted
Satd. Flow (perm) 3438 1538
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.83 0.83
Heavy Vehicles (%) 5% 5%
Adj. Flow (vph) 1495 42
Shared Lane Traffic (%)
Lane Group Flow (vph) 1495 42
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Sign Control Free
Intersection Summary
718
HCM 6th TWSC 2021 AM Cumulative - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 3
Intersection
Int Delay, s/veh 219.7
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 112 1 92 1 1 1 9 47 1242 1 1 4 1241 35 Future Vol, veh/h 112 1 92 1 1 1 9 47 1242 1 1 4 1241 35 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free Free RT Channelized - - Free - - None - - - None - - - None
Storage Length - - 50 - - 0 - 155 - 155 - 225 - 50
Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 -
Grade, % - 0 - - 0 - - - 0 - - - 0 -
Peak Hour Factor 75 75 75 92 92 92 90 90 90 90 83 83 83 83 Heavy Vehicles, % 2 2 2 2 2 2 7 7 7 7 5 5 5 5
Mvmt Flow 149 1 123 1 1 1 10 52 1380 1 1 5 1495 42
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2322 3012 - 2264 3053 690 1495 1537 0 0 1380 1381 0 0 Stage 1 1507 1507 - 1504 1504 - - - - - - - - -
Stage 2 815 1505 - 760 1549 - - - - - - - - -
Critical Hdwy 7.54 6.54 - 7.54 6.54 6.94 6.54 4.24 - - 6.5 4.2 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - - - Follow-up Hdwy 3.52 4.02 - 3.52 4.02 3.32 2.57 2.27 - - 2.55 2.25 - - Pot Cap-1 Maneuver ~ 20 13 0 22 12 388 151 405 - - 183 477 - - Stage 1 ~ 127 182 0 127 183 - - - - - - - - -
Stage 2 338 182 0 364 174 - - - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 15 10 - 17 10 388 319 319 - - 361 361 - - Mov Cap-2 Maneuver ~ 15 10 - 17 10 - - - - - - - - -
Stage 1 ~ 102 179 - 102 147 - - - - - - - - -
Stage 2 269 147 - 355 171 - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s$ 4566.1 225.5 0.8 0.1
HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 319 - - 15 - 13 388 361 - -
HCM Lane V/C Ratio 0.195 - - 10.044 - 0.167 0.003 0.017 - - HCM Control Delay (s) 19 - -$ 4566.1 0$ 331.1 14.3 15.1 - - HCM Lane LOS C - - F A F B C - -
HCM 95th %tile Q(veh) 0.7 - - 19.8 - 0.5 0 0.1 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 719
Lanes, Volumes, Timings 2021 AM Cumulative - TWSC
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 4
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 1 1298 1 0 1342
Future Volume (vph) 0 1 1298 1 0 1342
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865
Flt Protected
Satd. Flow (prot) 0 1611 3374 0 0 4940
Flt Permitted
Satd. Flow (perm) 0 1611 3374 0 0 4940
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.90 0.90 0.83 0.83
Heavy Vehicles (%) 2% 2% 7% 7% 5% 5%
Adj. Flow (vph) 0 1 1442 1 0 1617
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1 1443 0 0 1617
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 45.9% ICU Level of Service A Analysis Period (min) 15
720
HCM 6th TWSC 2021 AM Cumulative - TWSC
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 5
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 1 1298 1 0 1342
Future Vol, veh/h 0 1 1298 1 0 1342
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 90 90 83 83
Heavy Vehicles, % 2 2 7 7 5 5
Mvmt Flow 0 1 1442 1 0 1617
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 722 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 369 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 369 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 14.8 0 0
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 369 -
HCM Lane V/C Ratio - - 0.003 -
HCM Control Delay (s) - - 14.8 -
HCM Lane LOS - - B -
HCM 95th %tile Q(veh) - - 0 -
721
Lanes, Volumes, Timings 2021 PM Cumulative - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 82 1 100 1 1 1 21 105 1771 1 11 1
Future Volume (vph) 82 1 100 1 1 1 21 105 1771 1 11 1
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 0 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.850 0.850
Flt Protected 0.953 0.976 0.950 0.950
Satd. Flow (prot) 0 1793 1599 0 1818 1583 0 1770 3539 1583 0 1770 Flt Permitted 0.953 0.976 0.950 0.950
Satd. Flow (perm) 0 1793 1599 0 1818 1583 0 1770 3539 1583 0 1770 Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.93 0.93 0.93 0.92 0.92 0.92 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Adj. Flow (vph) 88 1 108 1 1 1 24 118 1990 1 12 1
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 89 108 0 2 1 0 142 1990 1 0 13
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 0 0 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Sign Control Stop Stop Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 84.8% ICU Level of Service E Analysis Period (min) 15
722
Lanes, Volumes, Timings 2021 PM Cumulative - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 2
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1989 138
Future Volume (vph) 1989 138
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3539 1583
Flt Permitted
Satd. Flow (perm) 3539 1583
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.89 0.89
Heavy Vehicles (%) 2% 2%
Adj. Flow (vph) 2235 155
Shared Lane Traffic (%)
Lane Group Flow (vph) 2235 155
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Sign Control Free
Intersection Summary
723
HCM 6th TWSC 2021 PM Cumulative - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 3
Intersection
Int Delay, s/veh 4.9
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 82 1 100 1 1 1 21 105 1771 1 11 1 1989 138 Future Vol, veh/h 82 1 100 1 1 1 21 105 1771 1 11 1 1989 138 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free Free RT Channelized - - Free - - None - - - None - - - None
Storage Length - - 50 - - 0 - 155 - 155 - 225 - 50
Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 -
Grade, % - 0 - - 0 - - - 0 - - - 0 -
Peak Hour Factor 93 93 93 92 92 92 89 89 89 89 89 89 89 89 Heavy Vehicles, % 1 1 1 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 88 1 108 1 1 1 24 118 1990 1 12 1 2235 155
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 3541 4536 - 3418 4690 995 2235 2390 0 0 1990 1991 0 0 Stage 1 2261 2261 - 2274 2274 - - - - - - - - -
Stage 2 1280 2275 - 1144 2416 - - - - - - - - -
Critical Hdwy 7.52 6.52 - 7.54 6.54 6.94 6.44 4.14 - - 6.44 4.14 - - Critical Hdwy Stg 1 6.52 5.52 - 6.54 5.54 - - - - - - - - - Critical Hdwy Stg 2 6.52 5.52 - 6.54 5.54 - - - - - - - - - Follow-up Hdwy 3.51 4.01 - 3.52 4.02 3.32 2.52 2.22 - - 2.52 2.22 - - Pot Cap-1 Maneuver ~ 2 ~ 1 0 3 ~ 1 243 52 198 - - 75 285 - - Stage 1 ~ 42 77 0 41 75 - - - - - - - - -
Stage 2 177 75 0 213 63 - - - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - 0 - - 0 243 135 135 - - 80 80 - -
Mov Cap-2 Maneuver - 0 - - 0 - - - - - - - - -
Stage 1 ~ 42 64 - 41 0 - - - - - - - - -
Stage 2 - 0 - 175 53 - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 10.3 0.3
HCM LOS - -
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 135 - - - - - 243 80 - -
HCM Lane V/C Ratio 1.049 - - - - - 0.004 0.169 - -
HCM Control Delay (s) 155.7 - - - 0 - 19.9 59 - -
HCM Lane LOS F - - - A - C F - -
HCM 95th %tile Q(veh) 7.7 - - - - - 0 0.6 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 724
Lanes, Volumes, Timings 2021 PM Cumulative - TWSC
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 4
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 1 1897 1 0 2110
Future Volume (vph) 0 1 1897 1 0 2110
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865
Flt Protected
Satd. Flow (prot) 0 1611 3539 0 0 5085
Flt Permitted
Satd. Flow (perm) 0 1611 3539 0 0 5085
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.89 0.89 0.89 0.89
Adj. Flow (vph) 0 1 2131 1 0 2371
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1 2132 0 0 2371
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 62.5% ICU Level of Service B Analysis Period (min) 15
725
HCM 6th TWSC 2021 PM Cumulative - TWSC
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 5
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 1 1897 1 0 2110
Future Vol, veh/h 0 1 1897 1 0 2110
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 89 89 89 89
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 1 2131 1 0 2371
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 1066 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 218 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 218 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 21.6 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 218 -
HCM Lane V/C Ratio - - 0.005 -
HCM Control Delay (s) - - 21.6 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0 -
726
Lanes, Volumes, Timings 2021 SAT Cumulative - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 63 1 133 1 1 1 23 77 1827 1 17 1
Future Volume (vph) 63 1 133 1 1 1 23 77 1827 1 17 1
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 0 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.850 0.850
Flt Protected 0.953 0.976 0.950 0.950
Satd. Flow (prot) 0 1793 1599 0 1818 1583 0 1770 3539 1583 0 1770 Flt Permitted 0.953 0.976 0.950 0.950
Satd. Flow (perm) 0 1793 1599 0 1818 1583 0 1770 3539 1583 0 1770 Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.80 0.80 0.80 0.92 0.92 0.92 0.88 0.88 0.88 0.88 0.95 0.95 Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Adj. Flow (vph) 79 1 166 1 1 1 26 88 2076 1 18 1
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 80 166 0 2 1 0 114 2076 1 0 19
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 0 0 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Sign Control Stop Stop Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 75.9% ICU Level of Service D Analysis Period (min) 15
727
Lanes, Volumes, Timings 2021 SAT Cumulative - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 2
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1646 78
Future Volume (vph) 1646 78
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3539 1583
Flt Permitted
Satd. Flow (perm) 3539 1583
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.95 0.95
Heavy Vehicles (%) 2% 2%
Adj. Flow (vph) 1733 82
Shared Lane Traffic (%)
Lane Group Flow (vph) 1733 82
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Sign Control Free
Intersection Summary
728
HCM 6th TWSC 2021 SAT Cumulative - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 3
Intersection
Int Delay, s/veh 1.3
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 63 1 133 1 1 1 23 77 1827 1 17 1 1646 78 Future Vol, veh/h 63 1 133 1 1 1 23 77 1827 1 17 1 1646 78 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free Free RT Channelized - - Free - - None - - - None - - - None
Storage Length - - 50 - - 0 - 155 - 155 - 225 - 50
Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 -
Grade, % - 0 - - 0 - - - 0 - - - 0 -
Peak Hour Factor 80 80 80 92 92 92 88 88 88 88 95 95 95 95 Heavy Vehicles, % 1 1 1 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 79 1 166 1 1 1 26 88 2076 1 18 1 1733 82
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 3038 4076 - 3209 4157 1038 1733 1815 0 0 2076 2077 0 0 Stage 1 1771 1771 - 2304 2304 - - - - - - - - -
Stage 2 1267 2305 - 905 1853 - - - - - - - - -
Critical Hdwy 7.52 6.52 - 7.54 6.54 6.94 6.44 4.14 - - 6.44 4.14 - - Critical Hdwy Stg 1 6.52 5.52 - 6.54 5.54 - - - - - - - - - Critical Hdwy Stg 2 6.52 5.52 - 6.54 5.54 - - - - - - - - - Follow-up Hdwy 3.51 4.01 - 3.52 4.02 3.32 2.52 2.22 - - 2.52 2.22 - - Pot Cap-1 Maneuver ~ 6 3 0 4 2 228 111 334 - - 66 264 - - Stage 1 87 136 0 39 72 - - - - - - - - -
Stage 2 180 73 0 298 122 - - - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - ~ 1 - - ~ 1 228 228 228 - - 69 69 - - Mov Cap-2 Maneuver - ~ 1 - - ~ 1 - - - - - - - - -
Stage 1 ~ 44 98 - 20 36 - - - - - - - - -
Stage 2 87 37 - 213 88 - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 1.8 0.8
HCM LOS - -
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 228 - - - - - 228 69 - -
HCM Lane V/C Ratio 0.498 - - - - - 0.005 0.275 - -
HCM Control Delay (s) 35.4 - - - 0 - 20.9 76 - -
HCM Lane LOS E - - - A - C F - -
HCM 95th %tile Q(veh) 2.5 - - - - - 0 1 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 729
Lanes, Volumes, Timings 2021 SAT Cumulative - TWSC
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 4
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 1 1927 1 0 1802
Future Volume (vph) 0 1 1927 1 0 1802
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865
Flt Protected
Satd. Flow (prot) 0 1611 3539 0 0 5085
Flt Permitted
Satd. Flow (perm) 0 1611 3539 0 0 5085
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.88 0.88 0.95 0.95
Adj. Flow (vph) 0 1 2190 1 0 1897
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1 2191 0 0 1897
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 63.3% ICU Level of Service B Analysis Period (min) 15
730
HCM 6th TWSC 2021 SAT Cumulative - TWSC
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 5
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 1 1927 1 0 1802
Future Vol, veh/h 0 1 1927 1 0 1802
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 88 88 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 1 2190 1 0 1897
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 1096 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 208 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 208 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 22.4 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 208 -
HCM Lane V/C Ratio - - 0.005 -
HCM Control Delay (s) - - 22.4 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0 -
731
Lanes, Volumes, Timings 2021 AM Cumulative - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 112 1 92 1 1 1 9 47 1242 1 1 4
Future Volume (vph) 112 1 92 1 1 1 9 47 1242 1 1 4
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 1 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.925 0.850
Flt Protected 0.953 0.950 0.950 0.950
Satd. Flow (prot) 0 1775 1583 1770 1723 0 0 1687 3374 1509 0 1719 Flt Permitted 0.727 0.503 0.142 0.166
Satd. Flow (perm) 0 1354 1583 937 1723 0 0 252 3374 1509 0 300 Right Turn on Red Yes Yes Yes
Satd. Flow (RTOR) 89 1 11
Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.75 0.75 0.75 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.83 0.83 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 7% 7% 7% 7% 5% 5%
Adj. Flow (vph) 149 1 123 1 1 1 10 52 1380 1 1 5
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 150 123 1 2 0 0 62 1380 1 0 6
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Number of Detectors 1 2 1 1 2 1 1 2 1 1 1
Detector Template Left Thru Right Left Thru Left Left Thru Right Left Left Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 20
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94
Detector 2 Size(ft) 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0
Turn Type Perm NA Free Perm NA Perm Perm NA Perm Perm Perm Protected Phases 4 8 2
732
Lanes, Volumes, Timings 2021 AM Cumulative - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 2
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1241 35
Future Volume (vph) 1241 35
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3438 1538
Flt Permitted
Satd. Flow (perm) 3438 1538
Right Turn on Red Yes
Satd. Flow (RTOR) 20
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.83 0.83
Heavy Vehicles (%) 5% 5%
Adj. Flow (vph) 1495 42
Shared Lane Traffic (%)
Lane Group Flow (vph) 1495 42
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Number of Detectors 2 1
Detector Template Thru Right
Leading Detector (ft) 100 20
Trailing Detector (ft) 0 0
Detector 1 Position(ft) 0 0
Detector 1 Size(ft) 6 20
Detector 1 Type Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0
Detector 1 Queue (s) 0.0 0.0
Detector 1 Delay (s) 0.0 0.0
Detector 2 Position(ft) 94
Detector 2 Size(ft) 6
Detector 2 Type Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0
Turn Type NA Perm
Protected Phases 6
733
Lanes, Volumes, Timings 2021 AM Cumulative - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Permitted Phases 4 Free 8 2 2 2 6 6
Detector Phase 4 4 8 8 2 2 2 2 6 6
Switch Phase
Minimum Initial (s) 7.0 7.0 7.0 7.0 15.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 22.5 22.5 22.5 22.5 23.7 23.7 23.7 23.7 23.7 23.7 Total Split (s) 23.0 23.0 23.0 23.0 77.0 77.0 77.0 77.0 77.0 77.0 Total Split (%) 23.0% 23.0% 23.0% 23.0% 77.0% 77.0% 77.0% 77.0% 77.0% 77.0% Maximum Green (s) 19.0 19.0 19.0 19.0 71.3 71.3 71.3 71.3 71.3 71.3 Yellow Time (s) 3.0 3.0 3.0 3.0 4.7 4.7 4.7 4.7 4.7 4.7 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 4.0 5.7 5.7 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0
Act Effct Green (s) 15.4 100.0 15.4 15.4 74.9 74.9 74.9 74.9 Actuated g/C Ratio 0.15 1.00 0.15 0.15 0.75 0.75 0.75 0.75 v/c Ratio 0.72 0.08 0.01 0.01 0.33 0.55 0.00 0.03
Control Delay 58.9 0.1 33.0 28.5 7.7 4.6 0.0 2.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 58.9 0.1 33.0 28.5 7.7 4.6 0.0 2.2
LOS E A C C A A A A
Approach Delay 32.4 30.0 4.7
Approach LOS C C A
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 32 (32%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.72
Intersection Signal Delay: 7.7 Intersection LOS: A
Intersection Capacity Utilization 67.5% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 734
Lanes, Volumes, Timings 2021 AM Cumulative - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 4
Lane Group SBT SBR
Permitted Phases 6
Detector Phase 6 6
Switch Phase
Minimum Initial (s) 15.0 15.0
Minimum Split (s) 23.7 23.7
Total Split (s) 77.0 77.0
Total Split (%) 77.0% 77.0%
Maximum Green (s) 71.3 71.3
Yellow Time (s) 4.7 4.7
All-Red Time (s) 1.0 1.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0
Recall Mode C-Max C-Max
Walk Time (s) 7.0 7.0
Flash Dont Walk (s) 11.0 11.0
Pedestrian Calls (#/hr) 0 0
Act Effct Green (s) 74.9 74.9
Actuated g/C Ratio 0.75 0.75
v/c Ratio 0.58 0.04
Control Delay 6.2 1.3
Queue Delay 0.0 0.0
Total Delay 6.2 1.3
LOS A A
Approach Delay 6.1
Approach LOS A
Intersection Summary
735
Queues 2021 AM Cumulative - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 5
Lane Group EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 150 123 1 2 62 1380 1 6 1495 42
v/c Ratio 0.72 0.08 0.01 0.01 0.33 0.55 0.00 0.03 0.58 0.04 Control Delay 58.9 0.1 33.0 28.5 7.7 4.6 0.0 2.2 6.2 1.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 58.9 0.1 33.0 28.5 7.7 4.6 0.0 2.2 6.2 1.3
Queue Length 50th (ft) 91 0 1 1 4 45 0 1 231 5
Queue Length 95th (ft) 124 0 5 7 m9 m79 m0 m0 275 0
Internal Link Dist (ft) 280 23 500 1452
Turn Bay Length (ft) 50 155 155 225 50
Base Capacity (vph) 257 1583 178 328 188 2525 1132 224 2573 1156 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.58 0.08 0.01 0.01 0.33 0.55 0.00 0.03 0.58 0.04 Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal. 736
HCM 6th Signalized Intersection Summary 2021 AM Cumulative - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 6
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (veh/h) 112 1 92 1 1 1 9 47 1242 1 1 4
Future Volume (veh/h) 112 1 92 1 1 1 9 47 1242 1 1 4
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1796 1796 1796 1826 Adj Flow Rate, veh/h 149 1 0 1 1 1 52 1380 1 5
Peak Hour Factor 0.75 0.75 0.75 0.92 0.92 0.92 0.90 0.90 0.90 0.83 Percent Heavy Veh, % 2 2 2 2 2 2 7 7 7 5
Cap, veh/h 248 1 289 108 108 269 2651 1182 311
Arrive On Green 0.13 0.13 0.00 0.13 0.13 0.13 0.78 0.78 0.78 0.78 Sat Flow, veh/h 1396 9 1585 1416 858 858 324 3413 1522 383 Grp Volume(v), veh/h 150 0 0 1 0 2 52 1380 1 5
Grp Sat Flow(s),veh/h/ln 1406 0 1585 1416 0 1716 324 1706 1522 383 Q Serve(g_s), s 10.4 0.0 0.0 0.0 0.0 0.1 7.5 15.2 0.0 0.5 Cycle Q Clear(g_c), s 10.5 0.0 0.0 0.0 0.0 0.1 24.4 15.2 0.0 15.7 Prop In Lane 0.99 1.00 1.00 0.50 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 249 0 289 0 217 269 2651 1182 311 V/C Ratio(X) 0.60 0.00 0.00 0.00 0.01 0.19 0.52 0.00 0.02 Avail Cap(c_a), veh/h 340 0 379 0 326 269 2651 1182 311 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.8 0.0 0.0 38.2 0.0 38.2 9.2 4.2 2.5 7.1 Incr Delay (d2), s/veh 2.3 0.0 0.0 0.0 0.0 0.0 1.6 0.7 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.8 0.0 0.0 0.0 0.0 0.0 0.6 4.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.1 0.0 0.0 38.2 0.0 38.2 10.8 4.9 2.5 7.2 LnGrp LOS D A D A D B A A A
Approach Vol, veh/h 150 A 3 1433
Approach Delay, s/veh 45.1 38.2 5.1
Approach LOS D D A
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 83.4 16.6 83.4 16.6
Change Period (Y+Rc), s 5.7 4.0 5.7 4.0
Max Green Setting (Gmax), s 71.3 19.0 71.3 19.0
Max Q Clear Time (g_c+I1), s 26.4 12.5 18.9 2.1
Green Ext Time (p_c), s 17.5 0.4 18.8 0.0
Intersection Summary
HCM 6th Ctrl Delay 7.1
HCM 6th LOS A
Notes
User approved ignoring U-Turning movement.
Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 737
HCM 6th Signalized Intersection Summary 2021 AM Cumulative - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 7
Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1241 35
Future Volume (veh/h) 1241 35
Initial Q (Qb), veh 0 0
Ped-Bike Adj(A_pbT) 1.00
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1826 1826
Adj Flow Rate, veh/h 1495 42
Peak Hour Factor 0.83 0.83
Percent Heavy Veh, % 5 5
Cap, veh/h 2695 1202
Arrive On Green 0.78 0.78
Sat Flow, veh/h 3469 1547
Grp Volume(v), veh/h 1495 42
Grp Sat Flow(s),veh/h/ln 1735 1547
Q Serve(g_s), s 16.9 0.6
Cycle Q Clear(g_c), s 16.9 0.6
Prop In Lane 1.00
Lane Grp Cap(c), veh/h 2695 1202
V/C Ratio(X) 0.55 0.03
Avail Cap(c_a), veh/h 2695 1202
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 1.00 1.00
Uniform Delay (d), s/veh 4.4 2.6
Incr Delay (d2), s/veh 0.8 0.1
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.7 0.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 5.2 2.6
LnGrp LOS A A
Approach Vol, veh/h 1542
Approach Delay, s/veh 5.1
Approach LOS A
Timer - Assigned Phs
738
Lanes, Volumes, Timings 2021 AM Cumulative - Signal
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 8
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 1 1298 1 0 1342
Future Volume (vph) 0 1 1298 1 0 1342
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865
Flt Protected
Satd. Flow (prot) 0 1611 3374 0 0 4940
Flt Permitted
Satd. Flow (perm) 0 1611 3374 0 0 4940
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.90 0.90 0.83 0.83
Heavy Vehicles (%) 2% 2% 7% 7% 5% 5%
Adj. Flow (vph) 0 1 1442 1 0 1617
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1 1443 0 0 1617
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 45.9% ICU Level of Service A Analysis Period (min) 15
739
HCM 6th TWSC 2021 AM Cumulative - Signal
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 9
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 1 1298 1 0 1342
Future Vol, veh/h 0 1 1298 1 0 1342
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 90 90 83 83
Heavy Vehicles, % 2 2 7 7 5 5
Mvmt Flow 0 1 1442 1 0 1617
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 722 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 369 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 369 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 14.8 0 0
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 369 -
HCM Lane V/C Ratio - - 0.003 -
HCM Control Delay (s) - - 14.8 -
HCM Lane LOS - - B -
HCM 95th %tile Q(veh) - - 0 -
740
Lanes, Volumes, Timings 2021 PM Cumulative - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 82 1 100 1 1 1 21 105 1771 1 11 1
Future Volume (vph) 82 1 100 1 1 1 21 105 1771 1 11 1
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 1 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.925 0.850
Flt Protected 0.953 0.950 0.950 0.950
Satd. Flow (prot) 0 1793 1599 1770 1723 0 0 1770 3539 1583 0 1770 Flt Permitted 0.728 0.655 0.050 0.076
Satd. Flow (perm) 0 1370 1599 1220 1723 0 0 93 3539 1583 0 142 Right Turn on Red Yes Yes Yes
Satd. Flow (RTOR) 108 1 11
Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.93 0.93 0.93 0.92 0.92 0.92 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Adj. Flow (vph) 88 1 108 1 1 1 24 118 1990 1 12 1
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 89 108 1 2 0 0 142 1990 1 0 13
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Number of Detectors 1 2 1 1 2 1 1 2 1 1 1
Detector Template Left Thru Right Left Thru Left Left Thru Right Left Left Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 20
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94
Detector 2 Size(ft) 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0
Turn Type Perm NA Free Perm NA Perm Perm NA Perm Perm Perm Protected Phases 4 8 2
741
Lanes, Volumes, Timings 2021 PM Cumulative - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 2
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1989 138
Future Volume (vph) 1989 138
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3539 1583
Flt Permitted
Satd. Flow (perm) 3539 1583
Right Turn on Red Yes
Satd. Flow (RTOR) 50
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.89 0.89
Heavy Vehicles (%) 2% 2%
Adj. Flow (vph) 2235 155
Shared Lane Traffic (%)
Lane Group Flow (vph) 2235 155
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Number of Detectors 2 1
Detector Template Thru Right
Leading Detector (ft) 100 20
Trailing Detector (ft) 0 0
Detector 1 Position(ft) 0 0
Detector 1 Size(ft) 6 20
Detector 1 Type Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0
Detector 1 Queue (s) 0.0 0.0
Detector 1 Delay (s) 0.0 0.0
Detector 2 Position(ft) 94
Detector 2 Size(ft) 6
Detector 2 Type Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0
Turn Type NA Perm
Protected Phases 6
742
Lanes, Volumes, Timings 2021 PM Cumulative - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Permitted Phases 4 Free 8 2 2 2 6 6
Detector Phase 4 4 8 8 2 2 2 2 6 6
Switch Phase
Minimum Initial (s) 7.0 7.0 7.0 7.0 15.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 22.5 22.5 22.5 22.5 23.7 23.7 23.7 23.7 23.7 23.7 Total Split (s) 22.5 22.5 22.5 22.5 77.5 77.5 77.5 77.5 77.5 77.5 Total Split (%) 22.5% 22.5% 22.5% 22.5% 77.5% 77.5% 77.5% 77.5% 77.5% 77.5% Maximum Green (s) 18.5 18.5 18.5 18.5 71.8 71.8 71.8 71.8 71.8 71.8 Yellow Time (s) 3.0 3.0 3.0 3.0 4.7 4.7 4.7 4.7 4.7 4.7 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 4.0 5.7 5.7 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0
Act Effct Green (s) 11.8 100.0 11.8 11.8 81.8 81.8 81.8 81.8 Actuated g/C Ratio 0.12 1.00 0.12 0.12 0.82 0.82 0.82 0.82 v/c Ratio 0.55 0.07 0.01 0.01 1.87 0.69 0.00 0.11
Control Delay 53.5 0.1 36.0 30.5 453.2 4.7 0.0 3.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.5 0.1 36.0 30.5 453.2 4.7 0.0 3.8
LOS D A D C F A A A
Approach Delay 24.2 32.3 34.5
Approach LOS C C C
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 88 (88%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.87
Intersection Signal Delay: 19.7 Intersection LOS: B
Intersection Capacity Utilization 91.6% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 743
Lanes, Volumes, Timings 2021 PM Cumulative - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 4
Lane Group SBT SBR
Permitted Phases 6
Detector Phase 6 6
Switch Phase
Minimum Initial (s) 15.0 15.0
Minimum Split (s) 23.7 23.7
Total Split (s) 77.5 77.5
Total Split (%) 77.5% 77.5%
Maximum Green (s) 71.8 71.8
Yellow Time (s) 4.7 4.7
All-Red Time (s) 1.0 1.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0
Recall Mode C-Max C-Max
Walk Time (s) 7.0 7.0
Flash Dont Walk (s) 11.0 11.0
Pedestrian Calls (#/hr) 0 0
Act Effct Green (s) 81.8 81.8
Actuated g/C Ratio 0.82 0.82
v/c Ratio 0.77 0.12
Control Delay 6.5 1.0
Queue Delay 0.0 0.0
Total Delay 6.5 1.0
LOS A A
Approach Delay 6.1
Approach LOS A
Intersection Summary
744
Queues 2021 PM Cumulative - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 5
Lane Group EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 89 108 1 2 142 1990 1 13 2235 155 v/c Ratio 0.55 0.07 0.01 0.01 1.87 0.69 0.00 0.11 0.77 0.12 Control Delay 53.5 0.1 36.0 30.5 453.2 4.7 0.0 3.8 6.5 1.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.5 0.1 36.0 30.5 453.2 4.7 0.0 3.8 6.5 1.0 Queue Length 50th (ft) 54 0 1 1 ~144 90 0 1 393 4
Queue Length 95th (ft) 100 0 5 7 m#190 133 m0 m3 207 12 Internal Link Dist (ft) 280 23 500 1452
Turn Bay Length (ft) 50 155 155 225 50
Base Capacity (vph) 253 1599 225 319 76 2894 1297 116 2894 1304 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.35 0.07 0.00 0.01 1.87 0.69 0.00 0.11 0.77 0.12 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal. 745
HCM 6th Signalized Intersection Summary 2021 PM Cumulative - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 6
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (veh/h) 82 1 100 1 1 1 21 105 1771 1 11 1 Future Volume (veh/h) 82 1 100 1 1 1 21 105 1771 1 11 1 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 88 1 0 1 1 1 118 1990 1 1
Peak Hour Factor 0.93 0.93 0.93 0.92 0.92 0.92 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 1 1 1 2 2 2 2 2 2 2
Cap, veh/h 181 1 205 67 67 149 2931 1308 203
Arrive On Green 0.08 0.08 0.00 0.08 0.08 0.08 0.82 0.82 0.82 0.82 Sat Flow, veh/h 1395 16 1598 1416 858 858 146 3554 1585 217 Grp Volume(v), veh/h 89 0 0 1 0 2 118 1990 1 1
Grp Sat Flow(s),veh/h/ln 1410 0 1598 1416 0 1716 146 1777 1585 217 Q Serve(g_s), s 6.1 0.0 0.0 0.0 0.0 0.1 52.8 22.3 0.0 0.2 Cycle Q Clear(g_c), s 6.2 0.0 0.0 0.1 0.0 0.1 82.5 22.3 0.0 22.5 Prop In Lane 0.99 1.00 1.00 0.50 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 182 0 205 0 134 149 2931 1308 203 V/C Ratio(X) 0.49 0.00 0.00 0.00 0.01 0.79 0.68 0.00 0.00 Avail Cap(c_a), veh/h 335 0 357 0 317 149 2931 1308 203 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.4 0.0 0.0 42.5 0.0 42.5 32.7 3.5 1.5 8.0 Incr Delay (d2), s/veh 2.0 0.0 0.0 0.0 0.0 0.0 33.5 1.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 0.0 0.0 0.0 0.0 0.0 4.3 5.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.5 0.0 0.0 42.5 0.0 42.6 66.2 4.8 1.5 8.0 LnGrp LOS D A D A D E A A A
Approach Vol, veh/h 89 A 3 2109
Approach Delay, s/veh 47.5 42.6 8.2
Approach LOS D D A
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 88.2 11.8 88.2 11.8
Change Period (Y+Rc), s 5.7 4.0 5.7 4.0
Max Green Setting (Gmax), s 71.8 18.5 71.8 18.5
Max Q Clear Time (g_c+I1), s 84.5 8.2 31.7 2.1
Green Ext Time (p_c), s 0.0 0.2 30.5 0.0
Intersection Summary
HCM 6th Ctrl Delay 7.7
HCM 6th LOS A
Notes
User approved ignoring U-Turning movement.
Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 746
HCM 6th Signalized Intersection Summary 2021 PM Cumulative - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 7
Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1989 138
Future Volume (veh/h) 1989 138
Initial Q (Qb), veh 0 0
Ped-Bike Adj(A_pbT) 1.00
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1870 1870
Adj Flow Rate, veh/h 2235 155
Peak Hour Factor 0.89 0.89
Percent Heavy Veh, % 2 2
Cap, veh/h 2931 1308
Arrive On Green 0.82 0.82
Sat Flow, veh/h 3554 1585
Grp Volume(v), veh/h 2235 155
Grp Sat Flow(s),veh/h/ln 1777 1585
Q Serve(g_s), s 29.7 1.9
Cycle Q Clear(g_c), s 29.7 1.9
Prop In Lane 1.00
Lane Grp Cap(c), veh/h 2931 1308
V/C Ratio(X) 0.76 0.12
Avail Cap(c_a), veh/h 2931 1308
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 1.00 1.00
Uniform Delay (d), s/veh 4.1 1.7
Incr Delay (d2), s/veh 1.9 0.2
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln 6.8 0.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 6.1 1.9
LnGrp LOS A A
Approach Vol, veh/h 2391
Approach Delay, s/veh 5.8
Approach LOS A
Timer - Assigned Phs
747
Lanes, Volumes, Timings 2021 PM Cumulative - Signal
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 8
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 1 1897 1 0 2110
Future Volume (vph) 0 1 1897 1 0 2110
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865
Flt Protected
Satd. Flow (prot) 0 1611 3539 0 0 5085
Flt Permitted
Satd. Flow (perm) 0 1611 3539 0 0 5085
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.89 0.89 0.89 0.89
Adj. Flow (vph) 0 1 2131 1 0 2371
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1 2132 0 0 2371
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 62.5% ICU Level of Service B Analysis Period (min) 15
748
HCM 6th TWSC 2021 PM Cumulative - Signal
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 9
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 1 1897 1 0 2110
Future Vol, veh/h 0 1 1897 1 0 2110
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 89 89 89 89
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 1 2131 1 0 2371
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 1066 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 218 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 218 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 21.6 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 218 -
HCM Lane V/C Ratio - - 0.005 -
HCM Control Delay (s) - - 21.6 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0 -
749
Lanes, Volumes, Timings 2021 SAT Cumulative - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 63 1 133 1 1 1 23 77 1827 1 17 1
Future Volume (vph) 63 1 133 1 1 1 23 77 1827 1 17 1
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 1 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.925 0.850
Flt Protected 0.953 0.950 0.950 0.950
Satd. Flow (prot) 0 1793 1599 1770 1723 0 0 1770 3539 1583 0 1770 Flt Permitted 0.728 0.691 0.112 0.067
Satd. Flow (perm) 0 1370 1599 1287 1723 0 0 209 3539 1583 0 125 Right Turn on Red Yes Yes Yes
Satd. Flow (RTOR) 166 1 11
Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.80 0.80 0.80 0.92 0.92 0.92 0.88 0.88 0.88 0.88 0.95 0.95 Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Adj. Flow (vph) 79 1 166 1 1 1 26 88 2076 1 18 1
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 80 166 1 2 0 0 114 2076 1 0 19
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Number of Detectors 1 2 1 1 2 1 1 2 1 1 1
Detector Template Left Thru Right Left Thru Left Left Thru Right Left Left Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 20
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94
Detector 2 Size(ft) 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0
Turn Type Perm NA Free Perm NA Perm Perm NA Perm Perm Perm Protected Phases 4 8 2
750
Lanes, Volumes, Timings 2021 SAT Cumulative - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 2
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1646 78
Future Volume (vph) 1646 78
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3539 1583
Flt Permitted
Satd. Flow (perm) 3539 1583
Right Turn on Red Yes
Satd. Flow (RTOR) 34
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.95 0.95
Heavy Vehicles (%) 2% 2%
Adj. Flow (vph) 1733 82
Shared Lane Traffic (%)
Lane Group Flow (vph) 1733 82
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Number of Detectors 2 1
Detector Template Thru Right
Leading Detector (ft) 100 20
Trailing Detector (ft) 0 0
Detector 1 Position(ft) 0 0
Detector 1 Size(ft) 6 20
Detector 1 Type Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0
Detector 1 Queue (s) 0.0 0.0
Detector 1 Delay (s) 0.0 0.0
Detector 2 Position(ft) 94
Detector 2 Size(ft) 6
Detector 2 Type Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0
Turn Type NA Perm
Protected Phases 6
751
Lanes, Volumes, Timings 2021 SAT Cumulative - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Permitted Phases 4 Free 8 2 2 2 6 6
Detector Phase 4 4 8 8 2 2 2 2 6 6
Switch Phase
Minimum Initial (s) 7.0 7.0 7.0 7.0 15.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 22.5 22.5 22.5 22.5 23.7 23.7 23.7 23.7 23.7 23.7 Total Split (s) 22.5 22.5 22.5 22.5 77.5 77.5 77.5 77.5 77.5 77.5 Total Split (%) 22.5% 22.5% 22.5% 22.5% 77.5% 77.5% 77.5% 77.5% 77.5% 77.5% Maximum Green (s) 18.5 18.5 18.5 18.5 71.8 71.8 71.8 71.8 71.8 71.8 Yellow Time (s) 3.0 3.0 3.0 3.0 4.7 4.7 4.7 4.7 4.7 4.7 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 4.0 5.7 5.7 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0
Act Effct Green (s) 11.2 100.0 11.2 11.2 82.4 82.4 82.4 82.4 Actuated g/C Ratio 0.11 1.00 0.11 0.11 0.82 0.82 0.82 0.82 v/c Ratio 0.52 0.10 0.01 0.01 0.66 0.71 0.00 0.18
Control Delay 53.1 0.1 37.0 31.5 26.3 4.8 0.0 5.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.1 0.1 37.0 31.5 26.3 4.8 0.0 5.4
LOS D A D C C A A A
Approach Delay 17.4 33.3 5.9
Approach LOS B C A
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 74 (74%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.71
Intersection Signal Delay: 5.4 Intersection LOS: A
Intersection Capacity Utilization 86.0% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 752
Lanes, Volumes, Timings 2021 SAT Cumulative - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 4
Lane Group SBT SBR
Permitted Phases 6
Detector Phase 6 6
Switch Phase
Minimum Initial (s) 15.0 15.0
Minimum Split (s) 23.7 23.7
Total Split (s) 77.5 77.5
Total Split (%) 77.5% 77.5%
Maximum Green (s) 71.8 71.8
Yellow Time (s) 4.7 4.7
All-Red Time (s) 1.0 1.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0
Recall Mode C-Max C-Max
Walk Time (s) 7.0 7.0
Flash Dont Walk (s) 11.0 11.0
Pedestrian Calls (#/hr) 0 0
Act Effct Green (s) 82.4 82.4
Actuated g/C Ratio 0.82 0.82
v/c Ratio 0.59 0.06
Control Delay 3.3 0.5
Queue Delay 0.0 0.0
Total Delay 3.3 0.5
LOS A A
Approach Delay 3.2
Approach LOS A
Intersection Summary
753
Queues 2021 SAT Cumulative - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 5
Lane Group EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 80 166 1 2 114 2076 1 19 1733 82
v/c Ratio 0.52 0.10 0.01 0.01 0.66 0.71 0.00 0.18 0.59 0.06 Control Delay 53.1 0.1 37.0 31.5 26.3 4.8 0.0 5.4 3.3 0.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.1 0.1 37.0 31.5 26.3 4.8 0.0 5.4 3.3 0.5 Queue Length 50th (ft) 49 0 1 1 9 87 0 1 46 0
Queue Length 95th (ft) 81 0 6 7 m#127 126 m0 m3 71 4
Internal Link Dist (ft) 280 23 500 1452
Turn Bay Length (ft) 50 155 155 225 50
Base Capacity (vph) 253 1599 238 319 172 2916 1306 103 2916 1310 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.32 0.10 0.00 0.01 0.66 0.71 0.00 0.18 0.59 0.06 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal. 754
HCM 6th Signalized Intersection Summary 2021 SAT Cumulative - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 6
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (veh/h) 63 1 133 1 1 1 23 77 1827 1 17 1 Future Volume (veh/h) 63 1 133 1 1 1 23 77 1827 1 17 1
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 79 1 0 1 1 1 88 2076 1 1
Peak Hour Factor 0.80 0.80 0.80 0.92 0.92 0.92 0.88 0.88 0.88 0.95 Percent Heavy Veh, % 1 1 1 2 2 2 2 2 2 2
Cap, veh/h 170 1 192 60 60 246 2958 1320 191
Arrive On Green 0.07 0.07 0.00 0.07 0.07 0.07 0.83 0.83 0.83 0.83 Sat Flow, veh/h 1391 18 1598 1416 858 858 258 3554 1585 200 Grp Volume(v), veh/h 80 0 0 1 0 2 88 2076 1 1
Grp Sat Flow(s),veh/h/ln 1409 0 1598 1416 0 1716 258 1777 1585 200 Q Serve(g_s), s 5.5 0.0 0.0 0.0 0.0 0.1 16.9 23.5 0.0 0.2 Cycle Q Clear(g_c), s 5.6 0.0 0.0 0.1 0.0 0.1 32.9 23.5 0.0 23.7 Prop In Lane 0.99 1.00 1.00 0.50 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 171 0 192 0 121 246 2958 1320 191 V/C Ratio(X) 0.47 0.00 0.01 0.00 0.02 0.36 0.70 0.00 0.01 Avail Cap(c_a), veh/h 335 0 355 0 317 246 2958 1320 191 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.9 0.0 0.0 43.2 0.0 43.3 8.1 3.4 1.4 8.2 Incr Delay (d2), s/veh 2.0 0.0 0.0 0.0 0.0 0.1 4.0 1.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 0.0 0.0 0.0 0.0 0.0 1.1 5.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.9 0.0 0.0 43.2 0.0 43.3 12.1 4.8 1.4 8.2 LnGrp LOS D A D A D B A A A
Approach Vol, veh/h 80 A 3 2165
Approach Delay, s/veh 47.9 43.3 5.1
Approach LOS D D A
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 89.0 11.0 89.0 11.0
Change Period (Y+Rc), s 5.7 4.0 5.7 4.0
Max Green Setting (Gmax), s 71.8 18.5 71.8 18.5
Max Q Clear Time (g_c+I1), s 34.9 7.6 25.7 2.1
Green Ext Time (p_c), s 28.3 0.2 23.1 0.0
Intersection Summary
HCM 6th Ctrl Delay 5.3
HCM 6th LOS A
Notes
User approved ignoring U-Turning movement.
Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 755
HCM 6th Signalized Intersection Summary 2021 SAT Cumulative - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 7
Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1646 78
Future Volume (veh/h) 1646 78
Initial Q (Qb), veh 0 0
Ped-Bike Adj(A_pbT) 1.00
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1870 1870
Adj Flow Rate, veh/h 1733 82
Peak Hour Factor 0.95 0.95
Percent Heavy Veh, % 2 2
Cap, veh/h 2958 1320
Arrive On Green 0.83 0.83
Sat Flow, veh/h 3554 1585
Grp Volume(v), veh/h 1733 82
Grp Sat Flow(s),veh/h/ln 1777 1585
Q Serve(g_s), s 15.9 0.9
Cycle Q Clear(g_c), s 15.9 0.9
Prop In Lane 1.00
Lane Grp Cap(c), veh/h 2958 1320
V/C Ratio(X) 0.59 0.06
Avail Cap(c_a), veh/h 2958 1320
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 1.00 1.00
Uniform Delay (d), s/veh 2.7 1.5
Incr Delay (d2), s/veh 0.9 0.1
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.3 0.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 3.6 1.6
LnGrp LOS A A
Approach Vol, veh/h 1816
Approach Delay, s/veh 3.5
Approach LOS A
Timer - Assigned Phs
756
Lanes, Volumes, Timings 2021 SAT Cumulative - Signal
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 8
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 1 1927 1 0 1802
Future Volume (vph) 0 1 1927 1 0 1802
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865
Flt Protected
Satd. Flow (prot) 0 1611 3539 0 0 5085
Flt Permitted
Satd. Flow (perm) 0 1611 3539 0 0 5085
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.88 0.88 0.95 0.95
Adj. Flow (vph) 0 1 2190 1 0 1897
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1 2191 0 0 1897
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 63.3% ICU Level of Service B Analysis Period (min) 15
757
HCM 6th TWSC 2021 SAT Cumulative - Signal
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 9
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 1 1927 1 0 1802
Future Vol, veh/h 0 1 1927 1 0 1802
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 88 88 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 1 2190 1 0 1897
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 1096 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 208 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 208 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 22.4 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 208 -
HCM Lane V/C Ratio - - 0.005 -
HCM Control Delay (s) - - 22.4 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0 -
758
North Oxnard U-Haul Development Oxnard, CA
CUMULATIVE + PROJECT TRAFFIC ANALYSIS
759
Lanes, Volumes, Timings 2021 AM Cumulative + Project - TWSC 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 112 1 92 0 0 3 17 47 1242 10 1 10
Future Volume (vph) 112 1 92 0 0 3 17 47 1242 10 1 10
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 0 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.865 0.850
Flt Protected 0.953 0.950 0.950
Satd. Flow (prot) 0 1775 1583 0 0 1611 0 1687 3374 1509 0 1719 Flt Permitted 0.953 0.950 0.950
Satd. Flow (perm) 0 1775 1583 0 0 1611 0 1687 3374 1509 0 1719 Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.75 0.75 0.75 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.83 0.83 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 7% 7% 7% 7% 5% 5%
Adj. Flow (vph) 149 1 123 0 0 3 19 52 1380 11 1 12
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 150 123 0 0 3 0 71 1380 11 0 13 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 0 0 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Sign Control Stop Stop Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 60.6% ICU Level of Service B Analysis Period (min) 15
760
Lanes, Volumes, Timings 2021 AM Cumulative + Project - TWSC 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
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Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1241 35
Future Volume (vph) 1241 35
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3438 1538
Flt Permitted
Satd. Flow (perm) 3438 1538
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.83 0.83
Heavy Vehicles (%) 5% 5%
Adj. Flow (vph) 1495 42
Shared Lane Traffic (%)
Lane Group Flow (vph) 1495 42
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Sign Control Free
Intersection Summary
761
HCM 6th TWSC 2021 AM Cumulative + Project - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 3
Intersection
Int Delay, s/veh 217.8
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 112 1 92 0 0 3 17 47 1242 10 1 10 1241 35 Future Vol, veh/h 112 1 92 0 0 3 17 47 1242 10 1 10 1241 35 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free Free RT Channelized - - Free - - None - - - None - - - None
Storage Length - - 50 - - 0 - 155 - 155 - 225 - 50
Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 -
Grade, % - 0 - - 0 - - - 0 - - - 0 -
Peak Hour Factor 75 75 75 92 92 92 90 90 90 90 83 83 83 83 Heavy Vehicles, % 2 2 2 2 2 2 7 7 7 7 5 5 5 5
Mvmt Flow 149 1 123 0 0 3 19 52 1380 11 1 12 1495 42
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2353 3054 - - - 690 1495 1537 0 0 1380 1391 0 0 Stage 1 1521 1521 - - - - - - - - - - - -
Stage 2 832 1533 - - - - - - - - - - - -
Critical Hdwy 7.54 6.54 - - - 6.94 6.54 4.24 - - 6.5 4.2 - - Critical Hdwy Stg 1 6.54 5.54 - - - - - - - - - - - -
Critical Hdwy Stg 2 6.54 5.54 - - - - - - - - - - - -
Follow-up Hdwy 3.52 4.02 - - - 3.32 2.57 2.27 - - 2.55 2.25 - - Pot Cap-1 Maneuver ~ 19 12 0 0 0 388 151 405 - - 183 473 - - Stage 1 ~ 124 179 0 0 0 - - - - - - - - -
Stage 2 330 177 0 0 0 - - - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 15 9 - - - 388 280 280 - - 413 413 - - Mov Cap-2 Maneuver ~ 15 9 - - - - - - - - - - - -
Stage 1 ~ 93 173 - - - - - - - - - - - -
Stage 2 244 132 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s$ 4566.1 14.4 1.1 0.1
HCM LOS F B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 280 - - 15 - 388 413 - -
HCM Lane V/C Ratio 0.254 - - 10.044 - 0.008 0.032 - -
HCM Control Delay (s) 22.2 - -$ 4566.1 0 14.4 14 - -
HCM Lane LOS C - - F A B B - -
HCM 95th %tile Q(veh) 1 - - 19.8 - 0 0.1 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 762
Lanes, Volumes, Timings 2021 AM Cumulative + Project - TWSC 24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 4
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 8 1308 4 0 1350
Future Volume (vph) 0 8 1308 4 0 1350
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865
Flt Protected
Satd. Flow (prot) 0 1611 3374 0 0 4940
Flt Permitted
Satd. Flow (perm) 0 1611 3374 0 0 4940
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.90 0.90 0.83 0.83
Heavy Vehicles (%) 2% 2% 7% 7% 5% 5%
Adj. Flow (vph) 0 9 1453 4 0 1627
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 9 1457 0 0 1627
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 46.3% ICU Level of Service A Analysis Period (min) 15
763
HCM 6th TWSC 2021 AM Cumulative + Project - TWSC
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 5
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 8 1308 4 0 1350
Future Vol, veh/h 0 8 1308 4 0 1350
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 90 90 83 83
Heavy Vehicles, % 2 2 7 7 5 5
Mvmt Flow 0 9 1453 4 0 1627
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 729 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 365 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 365 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 15.1 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 365 -
HCM Lane V/C Ratio - - 0.024 -
HCM Control Delay (s) - - 15.1 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0.1 -
764
Lanes, Volumes, Timings 2021 PM Cumulative + Project - TWSC 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 82 1 100 0 0 9 45 105 1772 14 11 8 Future Volume (vph) 82 1 100 0 0 9 45 105 1772 14 11 8
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 0 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.865 0.850
Flt Protected 0.953 0.950 0.950
Satd. Flow (prot) 0 1793 1599 0 0 1611 0 1770 3539 1583 0 1770 Flt Permitted 0.953 0.950 0.950
Satd. Flow (perm) 0 1793 1599 0 0 1611 0 1770 3539 1583 0 1770 Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.93 0.93 0.93 0.92 0.92 0.92 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Adj. Flow (vph) 88 1 108 0 0 10 51 118 1991 16 12 9
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 89 108 0 0 10 0 169 1991 16 0 21 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 0 0 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Sign Control Stop Stop Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 79.5% ICU Level of Service D Analysis Period (min) 15
765
Lanes, Volumes, Timings 2021 PM Cumulative + Project - TWSC 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 2
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1989 138
Future Volume (vph) 1989 138
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3539 1583
Flt Permitted
Satd. Flow (perm) 3539 1583
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.89 0.89
Heavy Vehicles (%) 2% 2%
Adj. Flow (vph) 2235 155
Shared Lane Traffic (%)
Lane Group Flow (vph) 2235 155
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Sign Control Free
Intersection Summary
766
HCM 6th TWSC 2021 PM Cumulative + Project - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 3
Intersection
Int Delay, s/veh 13.4
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 82 1 100 0 0 9 45 105 1772 14 11 8 1989 138 Future Vol, veh/h 82 1 100 0 0 9 45 105 1772 14 11 8 1989 138 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free Free RT Channelized - - Free - - None - - - None - - - None
Storage Length - - 50 - - 0 - 155 - 155 - 225 - 50
Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 -
Grade, % - 0 - - 0 - - - 0 - - - 0 -
Peak Hour Factor 93 93 93 92 92 92 89 89 89 89 89 89 89 89 Heavy Vehicles, % 1 1 1 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 88 1 108 0 0 10 51 118 1991 16 12 9 2235 155
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 3611 4622 - - - 996 2235 2390 0 0 1991 2007 0 0 Stage 1 2277 2277 - - - - - - - - - - - -
Stage 2 1334 2345 - - - - - - - - - - - -
Critical Hdwy 7.52 6.52 - - - 6.94 6.44 4.14 - - 6.44 4.14 - - Critical Hdwy Stg 1 6.52 5.52 - - - - - - - - - - - -
Critical Hdwy Stg 2 6.52 5.52 - - - - - - - - - - - -
Follow-up Hdwy 3.51 4.01 - - - 3.32 2.52 2.22 - - 2.52 2.22 - - Pot Cap-1 Maneuver ~ 2 ~ 1 0 0 0 243 52 198 - - 75 281 - - Stage 1 ~ 41 75 0 0 0 - - - - - - - - -
Stage 2 164 69 0 0 0 - - - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - 0 - - - 243 107 ~ 107 - - 105 105 - - Mov Cap-2 Maneuver - 0 - - - - - - - - - - - -
Stage 1 ~ 41 60 - - - - - - - - - - - -
Stage 2 - 0 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 20.4 28.4 0.4
HCM LOS - C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) ~ 107 - - - - 243 105 - -
HCM Lane V/C Ratio 1.575 - - - - 0.04 0.203 - -
HCM Control Delay (s) $ 366.3 - - - 0 20.4 47.9 - -
HCM Lane LOS F - - - A C E - -
HCM 95th %tile Q(veh) 12.7 - - - - 0.1 0.7 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 767
Lanes, Volumes, Timings 2021 PM Cumulative + Project - TWSC 24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 4
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 25 1911 5 0 2134
Future Volume (vph) 0 25 1911 5 0 2134
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865
Flt Protected
Satd. Flow (prot) 0 1611 3539 0 0 5085
Flt Permitted
Satd. Flow (perm) 0 1611 3539 0 0 5085
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.89 0.89 0.89 0.89
Adj. Flow (vph) 0 27 2147 6 0 2398
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 27 2153 0 0 2398
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 63.0% ICU Level of Service B Analysis Period (min) 15
768
HCM 6th TWSC 2021 PM Cumulative + Project - TWSC
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 5
Intersection
Int Delay, s/veh 0.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 25 1911 5 0 2134
Future Vol, veh/h 0 25 1911 5 0 2134
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 89 89 89 89
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 27 2147 6 0 2398
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 1077 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 215 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 215 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 24.2 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 215 -
HCM Lane V/C Ratio - - 0.126 -
HCM Control Delay (s) - - 24.2 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0.4 -
769
Lanes, Volumes, Timings 2021 SAT Cumulative + Project - TWSC 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 63 1 133 0 0 11 50 77 1828 26 17 16 Future Volume (vph) 63 1 133 0 0 11 50 77 1828 26 17 16 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 0 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.865 0.850
Flt Protected 0.953 0.950 0.950
Satd. Flow (prot) 0 1793 1599 0 0 1611 0 1770 3539 1583 0 1770 Flt Permitted 0.953 0.950 0.950
Satd. Flow (perm) 0 1793 1599 0 0 1611 0 1770 3539 1583 0 1770 Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.80 0.80 0.80 0.92 0.92 0.92 0.88 0.88 0.88 0.88 0.95 0.95 Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Adj. Flow (vph) 79 1 166 0 0 12 57 88 2077 30 18 17
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 80 166 0 0 12 0 145 2077 30 0 35 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 0 0 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Sign Control Stop Stop Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 74.1% ICU Level of Service D Analysis Period (min) 15
770
Lanes, Volumes, Timings 2021 SAT Cumulative + Project - TWSC 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 2
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1646 78
Future Volume (vph) 1646 78
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3539 1583
Flt Permitted
Satd. Flow (perm) 3539 1583
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.95 0.95
Heavy Vehicles (%) 2% 2%
Adj. Flow (vph) 1733 82
Shared Lane Traffic (%)
Lane Group Flow (vph) 1733 82
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Sign Control Free
Intersection Summary
771
HCM 6th TWSC 2021 SAT Cumulative + Project - TWSC
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 3
Intersection
Int Delay, s/veh 813.7
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 63 1 133 0 0 11 50 77 1828 26 17 16 1646 78 Future Vol, veh/h 63 1 133 0 0 11 50 77 1828 26 17 16 1646 78 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free Free RT Channelized - - Free - - None - - - None - - - None
Storage Length - - 50 - - 0 - 155 - 155 - 225 - 50
Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 -
Grade, % - 0 - - 0 - - - 0 - - - 0 -
Peak Hour Factor 80 80 80 92 92 92 88 88 88 88 95 95 95 95 Heavy Vehicles, % 1 1 1 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 79 1 166 0 0 12 57 88 2077 30 18 17 1733 82
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 3132 4200 - - - 1039 1733 1815 0 0 2077 2107 0 0 Stage 1 1803 1803 - - - - - - - - - - - -
Stage 2 1329 2397 - - - - - - - - - - - -
Critical Hdwy 7.52 6.52 - - - 6.94 6.44 4.14 - - 6.44 4.14 - - Critical Hdwy Stg 1 6.52 5.52 - - - - - - - - - - - -
Critical Hdwy Stg 2 6.52 5.52 - - - - - - - - - - - -
Follow-up Hdwy 3.51 4.01 - - - 3.32 2.52 2.22 - - 2.52 2.22 - - Pot Cap-1 Maneuver ~ 5 2 0 0 0 227 111 334 - - 66 257 - - Stage 1 83 131 0 0 0 - - - - - - - - -
Stage 2 165 65 0 0 0 - - - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 1 0 - - - 227 186 186 - - 99 99 - - Mov Cap-2 Maneuver ~ 1 0 - - - - - - - - - - - -
Stage 1 ~ 19 85 - - - - - - - - - - - -
Stage 2 ~ 36 15 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s $ 42488.1 21.7 4.5 1.1
HCM LOS F C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 186 - - 1 - 227 99 - -
HCM Lane V/C Ratio 0.776 - - 80 - 0.053 0.351 - -
HCM Control Delay (s) 69.9 - - $ 42488.1 0 21.7 59.6 - - HCM Lane LOS F - - F A C F - -
HCM 95th %tile Q(veh) 5.2 - - 12.3 - 0.2 1.4 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 772
Lanes, Volumes, Timings 2021 SAT Cumulative + Project - TWSC 24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 4
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 28 1953 9 0 1829
Future Volume (vph) 0 28 1953 9 0 1829
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865 0.999
Flt Protected
Satd. Flow (prot) 0 1611 3536 0 0 5085
Flt Permitted
Satd. Flow (perm) 0 1611 3536 0 0 5085
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.88 0.88 0.95 0.95
Adj. Flow (vph) 0 30 2219 10 0 1925
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 30 2229 0 0 1925
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 64.3% ICU Level of Service C Analysis Period (min) 15
773
HCM 6th TWSC 2021 SAT Cumulative + Project - TWSC
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 5
Intersection
Int Delay, s/veh 0.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 28 1953 9 0 1829
Future Vol, veh/h 0 28 1953 9 0 1829
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 88 88 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 30 2219 10 0 1925
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 1115 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 202 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 202 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 26 0 0
HCM LOS D
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 202 -
HCM Lane V/C Ratio - - 0.151 -
HCM Control Delay (s) - - 26 -
HCM Lane LOS - - D -
HCM 95th %tile Q(veh) - - 0.5 -
774
Lanes, Volumes, Timings 2021 AM Cumulative + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 112 1 92 8 1 3 9 47 1242 10 1 10
Future Volume (vph) 112 1 92 8 1 3 9 47 1242 10 1 10
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 1 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.887 0.850
Flt Protected 0.953 0.950 0.950 0.950
Satd. Flow (prot) 0 1775 1583 1770 1652 0 0 1687 3374 1509 0 1719 Flt Permitted 0.725 0.504 0.142 0.166
Satd. Flow (perm) 0 1350 1583 939 1652 0 0 252 3374 1509 0 300 Right Turn on Red Yes Yes Yes
Satd. Flow (RTOR) 89 3 11
Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.75 0.75 0.75 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.83 0.83 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 7% 7% 7% 7% 5% 5%
Adj. Flow (vph) 149 1 123 9 1 3 10 52 1380 11 1 12
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 150 123 9 4 0 0 62 1380 11 0 13 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Number of Detectors 1 2 1 1 2 1 1 2 1 1 1
Detector Template Left Thru Right Left Thru Left Left Thru Right Left Left Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 20
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94
Detector 2 Size(ft) 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0
Turn Type Perm NA Free Perm NA Perm Perm NA Perm Perm Perm Protected Phases 4 8 2
775
Lanes, Volumes, Timings 2021 AM Cumulative + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 2
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1241 35
Future Volume (vph) 1241 35
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3438 1538
Flt Permitted
Satd. Flow (perm) 3438 1538
Right Turn on Red Yes
Satd. Flow (RTOR) 20
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.83 0.83
Heavy Vehicles (%) 5% 5%
Adj. Flow (vph) 1495 42
Shared Lane Traffic (%)
Lane Group Flow (vph) 1495 42
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Number of Detectors 2 1
Detector Template Thru Right
Leading Detector (ft) 100 20
Trailing Detector (ft) 0 0
Detector 1 Position(ft) 0 0
Detector 1 Size(ft) 6 20
Detector 1 Type Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0
Detector 1 Queue (s) 0.0 0.0
Detector 1 Delay (s) 0.0 0.0
Detector 2 Position(ft) 94
Detector 2 Size(ft) 6
Detector 2 Type Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0
Turn Type NA Perm
Protected Phases 6
776
Lanes, Volumes, Timings 2021 AM Cumulative + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Permitted Phases 4 Free 8 2 2 2 6 6
Detector Phase 4 4 8 8 2 2 2 2 6 6
Switch Phase
Minimum Initial (s) 7.0 7.0 7.0 7.0 15.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 22.5 22.5 22.5 22.5 23.7 23.7 23.7 23.7 23.7 23.7 Total Split (s) 23.0 23.0 23.0 23.0 77.0 77.0 77.0 77.0 77.0 77.0 Total Split (%) 23.0% 23.0% 23.0% 23.0% 77.0% 77.0% 77.0% 77.0% 77.0% 77.0% Maximum Green (s) 19.0 19.0 19.0 19.0 71.3 71.3 71.3 71.3 71.3 71.3 Yellow Time (s) 3.0 3.0 3.0 3.0 4.7 4.7 4.7 4.7 4.7 4.7 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 4.0 5.7 5.7 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0
Act Effct Green (s) 15.5 100.0 15.5 15.5 74.8 74.8 74.8 74.8 Actuated g/C Ratio 0.16 1.00 0.16 0.16 0.75 0.75 0.75 0.75 v/c Ratio 0.72 0.08 0.06 0.02 0.33 0.55 0.01 0.06
Control Delay 59.0 0.1 34.8 24.2 7.6 4.5 0.8 2.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 59.0 0.1 34.8 24.2 7.6 4.5 0.8 2.5
LOS E A C C A A A A
Approach Delay 32.4 31.5 4.6
Approach LOS C C A
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 32 (32%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.72
Intersection Signal Delay: 7.7 Intersection LOS: A
Intersection Capacity Utilization 67.5% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 777
Lanes, Volumes, Timings 2021 AM Cumulative + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 4
Lane Group SBT SBR
Permitted Phases 6
Detector Phase 6 6
Switch Phase
Minimum Initial (s) 15.0 15.0
Minimum Split (s) 23.7 23.7
Total Split (s) 77.0 77.0
Total Split (%) 77.0% 77.0%
Maximum Green (s) 71.3 71.3
Yellow Time (s) 4.7 4.7
All-Red Time (s) 1.0 1.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0
Recall Mode C-Max C-Max
Walk Time (s) 7.0 7.0
Flash Dont Walk (s) 11.0 11.0
Pedestrian Calls (#/hr) 0 0
Act Effct Green (s) 74.8 74.8
Actuated g/C Ratio 0.75 0.75
v/c Ratio 0.58 0.04
Control Delay 6.2 1.3
Queue Delay 0.0 0.0
Total Delay 6.2 1.3
LOS A A
Approach Delay 6.1
Approach LOS A
Intersection Summary
778
Queues 2021 AM Cumulative + Project - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 5
Lane Group EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 150 123 9 4 62 1380 11 13 1495 42 v/c Ratio 0.72 0.08 0.06 0.02 0.33 0.55 0.01 0.06 0.58 0.04 Control Delay 59.0 0.1 34.8 24.2 7.6 4.5 0.8 2.5 6.2 1.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 59.0 0.1 34.8 24.2 7.6 4.5 0.8 2.5 6.2 1.3
Queue Length 50th (ft) 91 0 5 1 4 46 0 2 231 5
Queue Length 95th (ft) 125 0 19 10 m9 m80 m0 m1 275 0
Internal Link Dist (ft) 280 23 500 1452
Turn Bay Length (ft) 50 155 155 225 50
Base Capacity (vph) 256 1583 178 316 188 2525 1132 224 2573 1156 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.59 0.08 0.05 0.01 0.33 0.55 0.01 0.06 0.58 0.04 Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal. 779
HCM 6th Signalized Intersection Summary 2021 AM Cumulative + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 6
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (veh/h) 112 1 92 8 1 3 9 47 1242 10 1 10 Future Volume (veh/h) 112 1 92 8 1 3 9 47 1242 10 1 10
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1796 1796 1796 1826 Adj Flow Rate, veh/h 149 1 0 9 1 3 52 1380 11 12
Peak Hour Factor 0.75 0.75 0.75 0.92 0.92 0.92 0.90 0.90 0.90 0.83 Percent Heavy Veh, % 2 2 2 2 2 2 7 7 7 5
Cap, veh/h 248 1 292 53 158 268 2645 1180 308
Arrive On Green 0.13 0.13 0.00 0.13 0.13 0.13 0.78 0.78 0.78 0.78 Sat Flow, veh/h 1382 9 1585 1416 412 1236 324 3413 1522 379 Grp Volume(v), veh/h 150 0 0 9 0 4 52 1380 11 12
Grp Sat Flow(s),veh/h/ln 1391 0 1585 1416 0 1648 324 1706 1522 379 Q Serve(g_s), s 10.4 0.0 0.0 0.0 0.0 0.2 7.5 15.3 0.2 1.2 Cycle Q Clear(g_c), s 10.6 0.0 0.0 0.4 0.0 0.2 24.6 15.3 0.2 16.5 Prop In Lane 0.99 1.00 1.00 0.75 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 250 0 292 0 211 268 2645 1180 308 V/C Ratio(X) 0.60 0.00 0.03 0.00 0.02 0.19 0.52 0.01 0.04 Avail Cap(c_a), veh/h 338 0 380 0 313 268 2645 1180 308 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.7 0.0 0.0 38.2 0.0 38.1 9.3 4.2 2.5 7.4 Incr Delay (d2), s/veh 2.3 0.0 0.0 0.0 0.0 0.0 1.6 0.7 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.8 0.0 0.0 0.2 0.0 0.1 0.6 4.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.1 0.0 0.0 38.3 0.0 38.2 10.9 5.0 2.6 7.6 LnGrp LOS D A D A D B A A A
Approach Vol, veh/h 150 A 13 1443
Approach Delay, s/veh 45.1 38.2 5.2
Approach LOS D D A
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 83.2 16.8 83.2 16.8
Change Period (Y+Rc), s 5.7 4.0 5.7 4.0
Max Green Setting (Gmax), s 71.3 19.0 71.3 19.0
Max Q Clear Time (g_c+I1), s 26.6 12.6 19.0 2.4
Green Ext Time (p_c), s 17.5 0.3 19.1 0.0
Intersection Summary
HCM 6th Ctrl Delay 7.2
HCM 6th LOS A
Notes
User approved ignoring U-Turning movement.
Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 780
HCM 6th Signalized Intersection Summary 2021 AM Cumulative + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 7
Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1241 35
Future Volume (veh/h) 1241 35
Initial Q (Qb), veh 0 0
Ped-Bike Adj(A_pbT) 1.00
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1826 1826
Adj Flow Rate, veh/h 1495 42
Peak Hour Factor 0.83 0.83
Percent Heavy Veh, % 5 5
Cap, veh/h 2689 1199
Arrive On Green 0.78 0.78
Sat Flow, veh/h 3469 1547
Grp Volume(v), veh/h 1495 42
Grp Sat Flow(s),veh/h/ln 1735 1547
Q Serve(g_s), s 17.0 0.6
Cycle Q Clear(g_c), s 17.0 0.6
Prop In Lane 1.00
Lane Grp Cap(c), veh/h 2689 1199
V/C Ratio(X) 0.56 0.04
Avail Cap(c_a), veh/h 2689 1199
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 1.00 1.00
Uniform Delay (d), s/veh 4.4 2.6
Incr Delay (d2), s/veh 0.8 0.1
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.7 0.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 5.3 2.7
LnGrp LOS A A
Approach Vol, veh/h 1549
Approach Delay, s/veh 5.2
Approach LOS A
Timer - Assigned Phs
781
Lanes, Volumes, Timings 2021 AM Cumulative + Project - Signal 24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 8
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 1 1308 4 0 1350
Future Volume (vph) 0 1 1308 4 0 1350
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865
Flt Protected
Satd. Flow (prot) 0 1611 3374 0 0 4940
Flt Permitted
Satd. Flow (perm) 0 1611 3374 0 0 4940
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.90 0.90 0.83 0.83
Heavy Vehicles (%) 2% 2% 7% 7% 5% 5%
Adj. Flow (vph) 0 1 1453 4 0 1627
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1 1457 0 0 1627
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 46.3% ICU Level of Service A Analysis Period (min) 15
782
HCM 6th TWSC 2021 AM Cumulative + Project - Signal
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 9
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 1 1308 4 0 1350
Future Vol, veh/h 0 1 1308 4 0 1350
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 90 90 83 83
Heavy Vehicles, % 2 2 7 7 5 5
Mvmt Flow 0 1 1453 4 0 1627
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 729 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 365 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 365 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 14.9 0 0
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 365 -
HCM Lane V/C Ratio - - 0.003 -
HCM Control Delay (s) - - 14.9 -
HCM Lane LOS - - B -
HCM 95th %tile Q(veh) - - 0 -
783
Lanes, Volumes, Timings 2021 PM Cumulative + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 82 1 100 24 1 9 21 105 1772 14 11 8 Future Volume (vph) 82 1 100 24 1 9 21 105 1772 14 11 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 1 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.864 0.850
Flt Protected 0.953 0.950 0.950 0.950
Satd. Flow (prot) 0 1793 1599 1770 1609 0 0 1770 3539 1583 0 1770 Flt Permitted 0.721 0.656 0.050 0.075
Satd. Flow (perm) 0 1356 1599 1222 1609 0 0 93 3539 1583 0 140 Right Turn on Red Yes Yes Yes
Satd. Flow (RTOR) 108 10 14
Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.93 0.93 0.93 0.92 0.92 0.92 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Adj. Flow (vph) 88 1 108 26 1 10 24 118 1991 16 12 9
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 89 108 26 11 0 0 142 1991 16 0 21 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Number of Detectors 1 2 1 1 2 1 1 2 1 1 1
Detector Template Left Thru Right Left Thru Left Left Thru Right Left Left Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 20
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94
Detector 2 Size(ft) 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0
Turn Type Perm NA Free Perm NA Perm Perm NA Perm Perm Perm Protected Phases 4 8 2
784
Lanes, Volumes, Timings 2021 PM Cumulative + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 2
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1989 138
Future Volume (vph) 1989 138
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3539 1583
Flt Permitted
Satd. Flow (perm) 3539 1583
Right Turn on Red Yes
Satd. Flow (RTOR) 50
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.89 0.89
Heavy Vehicles (%) 2% 2%
Adj. Flow (vph) 2235 155
Shared Lane Traffic (%)
Lane Group Flow (vph) 2235 155
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Number of Detectors 2 1
Detector Template Thru Right
Leading Detector (ft) 100 20
Trailing Detector (ft) 0 0
Detector 1 Position(ft) 0 0
Detector 1 Size(ft) 6 20
Detector 1 Type Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0
Detector 1 Queue (s) 0.0 0.0
Detector 1 Delay (s) 0.0 0.0
Detector 2 Position(ft) 94
Detector 2 Size(ft) 6
Detector 2 Type Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0
Turn Type NA Perm
Protected Phases 6
785
Lanes, Volumes, Timings 2021 PM Cumulative + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Permitted Phases 4 Free 8 2 2 2 6 6
Detector Phase 4 4 8 8 2 2 2 2 6 6
Switch Phase
Minimum Initial (s) 7.0 7.0 7.0 7.0 15.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 22.5 22.5 22.5 22.5 23.7 23.7 23.7 23.7 23.7 23.7 Total Split (s) 22.5 22.5 22.5 22.5 77.5 77.5 77.5 77.5 77.5 77.5 Total Split (%) 22.5% 22.5% 22.5% 22.5% 77.5% 77.5% 77.5% 77.5% 77.5% 77.5% Maximum Green (s) 18.5 18.5 18.5 18.5 71.8 71.8 71.8 71.8 71.8 71.8 Yellow Time (s) 3.0 3.0 3.0 3.0 4.7 4.7 4.7 4.7 4.7 4.7 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 4.0 5.7 5.7 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0
Act Effct Green (s) 11.9 100.0 11.9 11.9 81.7 81.7 81.7 81.7 Actuated g/C Ratio 0.12 1.00 0.12 0.12 0.82 0.82 0.82 0.82 v/c Ratio 0.55 0.07 0.18 0.06 1.87 0.69 0.01 0.18
Control Delay 53.6 0.1 40.5 20.4 457.7 4.4 0.5 5.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.6 0.1 40.5 20.4 457.7 4.4 0.5 5.5
LOS D A D C F A A A
Approach Delay 24.2 34.5 34.3
Approach LOS C C C
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 70 (70%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.87
Intersection Signal Delay: 19.8 Intersection LOS: B
Intersection Capacity Utilization 91.6% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 786
Lanes, Volumes, Timings 2021 PM Cumulative + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 4
Lane Group SBT SBR
Permitted Phases 6
Detector Phase 6 6
Switch Phase
Minimum Initial (s) 15.0 15.0
Minimum Split (s) 23.7 23.7
Total Split (s) 77.5 77.5
Total Split (%) 77.5% 77.5%
Maximum Green (s) 71.8 71.8
Yellow Time (s) 4.7 4.7
All-Red Time (s) 1.0 1.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0
Recall Mode C-Max C-Max
Walk Time (s) 7.0 7.0
Flash Dont Walk (s) 11.0 11.0
Pedestrian Calls (#/hr) 0 0
Act Effct Green (s) 81.7 81.7
Actuated g/C Ratio 0.82 0.82
v/c Ratio 0.77 0.12
Control Delay 6.6 1.0
Queue Delay 0.0 0.0
Total Delay 6.6 1.0
LOS A A
Approach Delay 6.2
Approach LOS A
Intersection Summary
787
Queues 2021 PM Cumulative + Project - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 5
Lane Group EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 89 108 26 11 142 1991 16 21 2235 155 v/c Ratio 0.55 0.07 0.18 0.06 1.87 0.69 0.01 0.18 0.77 0.12 Control Delay 53.6 0.1 40.5 20.4 457.7 4.4 0.5 5.5 6.6 1.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.6 0.1 40.5 20.4 457.7 4.4 0.5 5.5 6.6 1.0 Queue Length 50th (ft) 54 0 15 1 ~144 91 0 1 393 4
Queue Length 95th (ft) 100 0 38 16 m#190 137 m1 6 205 12 Internal Link Dist (ft) 280 23 500 1452
Turn Bay Length (ft) 50 155 155 225 50
Base Capacity (vph) 250 1599 226 305 76 2892 1296 114 2892 1302 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.36 0.07 0.12 0.04 1.87 0.69 0.01 0.18 0.77 0.12 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal. 788
HCM 6th Signalized Intersection Summary 2021 PM Cumulative + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 6
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (veh/h) 82 1 100 24 1 9 21 105 1772 14 11 8 Future Volume (veh/h) 82 1 100 24 1 9 21 105 1772 14 11 8 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 88 1 0 26 1 10 118 1991 16 9
Peak Hour Factor 0.93 0.93 0.93 0.92 0.92 0.92 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 1 1 1 2 2 2 2 2 2 2
Cap, veh/h 185 1 220 13 128 146 2899 1293 196
Arrive On Green 0.09 0.09 0.00 0.09 0.09 0.09 0.82 0.82 0.82 0.82 Sat Flow, veh/h 1302 15 1598 1416 146 1461 146 3554 1585 214 Grp Volume(v), veh/h 89 0 0 26 0 11 118 1991 16 9
Grp Sat Flow(s),veh/h/ln 1316 0 1598 1416 0 1607 146 1777 1585 214 Q Serve(g_s), s 6.2 0.0 0.0 0.0 0.0 0.6 50.3 23.5 0.2 1.8 Cycle Q Clear(g_c), s 6.8 0.0 0.0 1.4 0.0 0.6 81.6 23.5 0.2 25.3 Prop In Lane 0.99 1.00 1.00 0.91 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 187 0 220 0 140 146 2899 1293 196 V/C Ratio(X) 0.48 0.00 0.12 0.00 0.08 0.81 0.69 0.01 0.05 Avail Cap(c_a), veh/h 325 0 359 0 297 146 2899 1293 196 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.0 0.0 0.0 42.3 0.0 41.9 34.3 3.9 1.7 9.2 Incr Delay (d2), s/veh 1.9 0.0 0.0 0.2 0.0 0.2 36.8 1.3 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 0.0 0.0 0.6 0.0 0.3 4.4 5.6 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.9 0.0 0.0 42.5 0.0 42.2 71.1 5.2 1.7 9.6 LnGrp LOS D A D A D E A A A
Approach Vol, veh/h 89 A 37 2125
Approach Delay, s/veh 46.9 42.4 8.8
Approach LOS D D A
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 87.3 12.7 87.3 12.7
Change Period (Y+Rc), s 5.7 4.0 5.7 4.0
Max Green Setting (Gmax), s 71.8 18.5 71.8 18.5
Max Q Clear Time (g_c+I1), s 83.6 8.8 33.2 3.4
Green Ext Time (p_c), s 0.0 0.2 29.9 0.1
Intersection Summary
HCM 6th Ctrl Delay 8.6
HCM 6th LOS A
Notes
User approved ignoring U-Turning movement.
Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 789
HCM 6th Signalized Intersection Summary 2021 PM Cumulative + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 7
Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1989 138
Future Volume (veh/h) 1989 138
Initial Q (Qb), veh 0 0
Ped-Bike Adj(A_pbT) 1.00
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1870 1870
Adj Flow Rate, veh/h 2235 155
Peak Hour Factor 0.89 0.89
Percent Heavy Veh, % 2 2
Cap, veh/h 2899 1293
Arrive On Green 0.82 0.82
Sat Flow, veh/h 3554 1585
Grp Volume(v), veh/h 2235 155
Grp Sat Flow(s),veh/h/ln 1777 1585
Q Serve(g_s), s 31.2 2.0
Cycle Q Clear(g_c), s 31.2 2.0
Prop In Lane 1.00
Lane Grp Cap(c), veh/h 2899 1293
V/C Ratio(X) 0.77 0.12
Avail Cap(c_a), veh/h 2899 1293
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 1.00 1.00
Uniform Delay (d), s/veh 4.6 1.9
Incr Delay (d2), s/veh 2.1 0.2
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln 7.6 0.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 6.6 2.1
LnGrp LOS A A
Approach Vol, veh/h 2399
Approach Delay, s/veh 6.3
Approach LOS A
Timer - Assigned Phs
790
Lanes, Volumes, Timings 2021 PM Cumulative + Project - Signal 24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 8
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 1 1911 5 0 2134
Future Volume (vph) 0 1 1911 5 0 2134
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865
Flt Protected
Satd. Flow (prot) 0 1611 3539 0 0 5085
Flt Permitted
Satd. Flow (perm) 0 1611 3539 0 0 5085
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.89 0.89 0.89 0.89
Adj. Flow (vph) 0 1 2147 6 0 2398
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1 2153 0 0 2398
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 63.0% ICU Level of Service B Analysis Period (min) 15
791
HCM 6th TWSC 2021 PM Cumulative + Project - Signal
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 9
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 1 1911 5 0 2134
Future Vol, veh/h 0 1 1911 5 0 2134
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 89 89 89 89
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 1 2147 6 0 2398
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 1077 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 215 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 215 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 21.8 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 215 -
HCM Lane V/C Ratio - - 0.005 -
HCM Control Delay (s) - - 21.8 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0 -
792
Lanes, Volumes, Timings 2021 SAT Cumulative + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 63 1 133 27 1 11 23 77 1828 26 17 16 Future Volume (vph) 63 1 133 27 1 11 23 77 1828 26 17 16 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 1 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.862 0.850
Flt Protected 0.953 0.950 0.950 0.950
Satd. Flow (prot) 0 1793 1599 1770 1606 0 0 1770 3539 1583 0 1770 Flt Permitted 0.720 0.691 0.112 0.066
Satd. Flow (perm) 0 1354 1599 1287 1606 0 0 209 3539 1583 0 123 Right Turn on Red Yes Yes Yes
Satd. Flow (RTOR) 166 12 25
Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.80 0.80 0.80 0.92 0.92 0.92 0.88 0.88 0.88 0.88 0.95 0.95 Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Adj. Flow (vph) 79 1 166 29 1 12 26 88 2077 30 18 17
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 80 166 29 13 0 0 114 2077 30 0 35 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Number of Detectors 1 2 1 1 2 1 1 2 1 1 1
Detector Template Left Thru Right Left Thru Left Left Thru Right Left Left Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 20
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94
Detector 2 Size(ft) 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0
Turn Type Perm NA Free Perm NA Perm Perm NA Perm Perm Perm Protected Phases 4 8 2
793
Lanes, Volumes, Timings 2021 SAT Cumulative + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 2
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1646 78
Future Volume (vph) 1646 78
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3539 1583
Flt Permitted
Satd. Flow (perm) 3539 1583
Right Turn on Red Yes
Satd. Flow (RTOR) 34
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.95 0.95
Heavy Vehicles (%) 2% 2%
Adj. Flow (vph) 1733 82
Shared Lane Traffic (%)
Lane Group Flow (vph) 1733 82
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Number of Detectors 2 1
Detector Template Thru Right
Leading Detector (ft) 100 20
Trailing Detector (ft) 0 0
Detector 1 Position(ft) 0 0
Detector 1 Size(ft) 6 20
Detector 1 Type Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0
Detector 1 Queue (s) 0.0 0.0
Detector 1 Delay (s) 0.0 0.0
Detector 2 Position(ft) 94
Detector 2 Size(ft) 6
Detector 2 Type Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0
Turn Type NA Perm
Protected Phases 6
794
Lanes, Volumes, Timings 2021 SAT Cumulative + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Permitted Phases 4 Free 8 2 2 2 6 6
Detector Phase 4 4 8 8 2 2 2 2 6 6
Switch Phase
Minimum Initial (s) 7.0 7.0 7.0 7.0 15.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 22.5 22.5 22.5 22.5 23.7 23.7 23.7 23.7 23.7 23.7 Total Split (s) 22.5 22.5 22.5 22.5 77.5 77.5 77.5 77.5 77.5 77.5 Total Split (%) 22.5% 22.5% 22.5% 22.5% 77.5% 77.5% 77.5% 77.5% 77.5% 77.5% Maximum Green (s) 18.5 18.5 18.5 18.5 71.8 71.8 71.8 71.8 71.8 71.8 Yellow Time (s) 3.0 3.0 3.0 3.0 4.7 4.7 4.7 4.7 4.7 4.7 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 4.0 5.7 5.7 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0
Act Effct Green (s) 11.3 100.0 11.3 11.3 82.4 82.4 82.4 82.4 Actuated g/C Ratio 0.11 1.00 0.11 0.11 0.82 0.82 0.82 0.82 v/c Ratio 0.53 0.10 0.20 0.07 0.66 0.71 0.02 0.35
Control Delay 53.4 0.1 41.9 19.9 26.2 4.7 0.4 12.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.4 0.1 41.9 19.9 26.2 4.7 0.4 12.5
LOS D A D B C A A B
Approach Delay 17.5 35.1 5.8
Approach LOS B D A
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 76 (76%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.71
Intersection Signal Delay: 5.7 Intersection LOS: A
Intersection Capacity Utilization 86.1% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 795
Lanes, Volumes, Timings 2021 SAT Cumulative + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 4
Lane Group SBT SBR
Permitted Phases 6
Detector Phase 6 6
Switch Phase
Minimum Initial (s) 15.0 15.0
Minimum Split (s) 23.7 23.7
Total Split (s) 77.5 77.5
Total Split (%) 77.5% 77.5%
Maximum Green (s) 71.8 71.8
Yellow Time (s) 4.7 4.7
All-Red Time (s) 1.0 1.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0
Recall Mode C-Max C-Max
Walk Time (s) 7.0 7.0
Flash Dont Walk (s) 11.0 11.0
Pedestrian Calls (#/hr) 0 0
Act Effct Green (s) 82.4 82.4
Actuated g/C Ratio 0.82 0.82
v/c Ratio 0.59 0.06
Control Delay 3.3 0.5
Queue Delay 0.0 0.0
Total Delay 3.3 0.5
LOS A A
Approach Delay 3.3
Approach LOS A
Intersection Summary
796
Queues 2021 SAT Cumulative + Project - Signal
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 5
Lane Group EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 80 166 29 13 114 2077 30 35 1733 82 v/c Ratio 0.53 0.10 0.20 0.07 0.66 0.71 0.02 0.35 0.59 0.06 Control Delay 53.4 0.1 41.9 19.9 26.2 4.7 0.4 12.5 3.3 0.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.4 0.1 41.9 19.9 26.2 4.7 0.4 12.5 3.3 0.5 Queue Length 50th (ft) 49 0 17 1 9 89 0 2 47 0
Queue Length 95th (ft) 81 0 43 18 m#129 130 m1 18 70 4
Internal Link Dist (ft) 280 23 500 1452
Turn Bay Length (ft) 50 155 155 225 50
Base Capacity (vph) 250 1599 238 306 172 2915 1308 101 2915 1309 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.32 0.10 0.12 0.04 0.66 0.71 0.02 0.35 0.59 0.06 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal. 797
HCM 6th Signalized Intersection Summary 2021 SAT Cumulative + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 6
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (veh/h) 63 1 133 27 1 11 23 77 1828 26 17 16 Future Volume (veh/h) 63 1 133 27 1 11 23 77 1828 26 17 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 79 1 0 29 1 12 88 2077 30 17
Peak Hour Factor 0.80 0.80 0.80 0.92 0.92 0.92 0.88 0.88 0.88 0.95 Percent Heavy Veh, % 1 1 1 2 2 2 2 2 2 2
Cap, veh/h 176 1 211 10 121 240 2917 1301 182
Arrive On Green 0.08 0.08 0.00 0.08 0.08 0.08 0.82 0.82 0.82 0.82 Sat Flow, veh/h 1271 16 1598 1416 123 1480 258 3554 1585 194 Grp Volume(v), veh/h 80 0 0 29 0 13 88 2077 30 17
Grp Sat Flow(s),veh/h/ln 1287 0 1598 1416 0 1604 258 1777 1585 194 Q Serve(g_s), s 5.5 0.0 0.0 0.0 0.0 0.8 18.1 25.2 0.3 4.1 Cycle Q Clear(g_c), s 6.3 0.0 0.0 1.5 0.0 0.8 35.1 25.2 0.3 29.3 Prop In Lane 0.99 1.00 1.00 0.92 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 177 0 211 0 132 240 2917 1301 182 V/C Ratio(X) 0.45 0.00 0.14 0.00 0.10 0.37 0.71 0.02 0.09 Avail Cap(c_a), veh/h 323 0 357 0 297 240 2917 1301 182 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.4 0.0 0.0 42.8 0.0 42.5 9.3 3.9 1.6 10.2 Incr Delay (d2), s/veh 1.8 0.0 0.0 0.3 0.0 0.3 4.3 1.5 0.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 0.0 0.0 0.7 0.0 0.3 1.2 5.9 0.1 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.2 0.0 0.0 43.1 0.0 42.8 13.6 5.4 1.7 11.2 LnGrp LOS D A D A D B A A B
Approach Vol, veh/h 80 A 42 2195
Approach Delay, s/veh 47.2 43.0 5.6
Approach LOS D D A
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 87.8 12.2 87.8 12.2
Change Period (Y+Rc), s 5.7 4.0 5.7 4.0
Max Green Setting (Gmax), s 71.8 18.5 71.8 18.5
Max Q Clear Time (g_c+I1), s 37.1 8.3 31.3 3.5
Green Ext Time (p_c), s 27.0 0.2 22.6 0.1
Intersection Summary
HCM 6th Ctrl Delay 6.1
HCM 6th LOS A
Notes
User approved ignoring U-Turning movement.
Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 798
HCM 6th Signalized Intersection Summary 2021 SAT Cumulative + Project - Signal 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 7
Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1646 78
Future Volume (veh/h) 1646 78
Initial Q (Qb), veh 0 0
Ped-Bike Adj(A_pbT) 1.00
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1870 1870
Adj Flow Rate, veh/h 1733 82
Peak Hour Factor 0.95 0.95
Percent Heavy Veh, % 2 2
Cap, veh/h 2917 1301
Arrive On Green 0.82 0.82
Sat Flow, veh/h 3554 1585
Grp Volume(v), veh/h 1733 82
Grp Sat Flow(s),veh/h/ln 1777 1585
Q Serve(g_s), s 17.0 1.0
Cycle Q Clear(g_c), s 17.0 1.0
Prop In Lane 1.00
Lane Grp Cap(c), veh/h 2917 1301
V/C Ratio(X) 0.59 0.06
Avail Cap(c_a), veh/h 2917 1301
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 1.00 1.00
Uniform Delay (d), s/veh 3.1 1.7
Incr Delay (d2), s/veh 0.9 0.1
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.9 0.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 4.0 1.8
LnGrp LOS A A
Approach Vol, veh/h 1832
Approach Delay, s/veh 4.0
Approach LOS A
Timer - Assigned Phs
799
Lanes, Volumes, Timings 2021 SAT Cumulative + Project - Signal 24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 8
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 1 1953 9 0 1829
Future Volume (vph) 0 1 1953 9 0 1829
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865 0.999
Flt Protected
Satd. Flow (prot) 0 1611 3536 0 0 5085
Flt Permitted
Satd. Flow (perm) 0 1611 3536 0 0 5085
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.88 0.88 0.95 0.95
Adj. Flow (vph) 0 1 2219 10 0 1925
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1 2229 0 0 1925
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 64.3% ICU Level of Service C Analysis Period (min) 15
800
HCM 6th TWSC 2021 SAT Cumulative + Project - Signal
24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 9
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 1 1953 9 0 1829
Future Vol, veh/h 0 1 1953 9 0 1829
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 88 88 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 1 2219 10 0 1925
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 1115 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 202 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 202 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 22.9 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 202 -
HCM Lane V/C Ratio - - 0.005 -
HCM Control Delay (s) - - 22.9 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0 -
801
Lanes, Volumes, Timings 2021 AM Cumulartive + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 112 1 92 8 1 3 9 47 1242 10 1 10
Future Volume (vph) 112 1 92 8 1 3 9 47 1242 10 1 10
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 1 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.887 0.850
Flt Protected 0.953 0.950 0.950 0.950
Satd. Flow (prot) 0 1775 1583 1770 1652 0 0 1687 3374 1509 0 1719 Flt Permitted 0.725 0.504 0.142 0.166
Satd. Flow (perm) 0 1350 1583 939 1652 0 0 252 3374 1509 0 300 Right Turn on Red Yes Yes Yes
Satd. Flow (RTOR) 65 3 11
Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.75 0.75 0.75 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.83 0.83 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 7% 7% 7% 7% 5% 5%
Adj. Flow (vph) 149 1 123 9 1 3 10 52 1380 11 1 12
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 150 123 9 4 0 0 62 1380 11 0 13 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Number of Detectors 1 2 1 1 2 1 1 2 1 1 1
Detector Template Left Thru Right Left Thru Left Left Thru Right Left Left Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 20
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94
Detector 2 Size(ft) 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0
Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm Perm Protected Phases 4 8 2
802
Lanes, Volumes, Timings 2021 AM Cumulartive + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 2
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1241 35
Future Volume (vph) 1241 35
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3438 1538
Flt Permitted
Satd. Flow (perm) 3438 1538
Right Turn on Red Yes
Satd. Flow (RTOR) 20
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.83 0.83
Heavy Vehicles (%) 5% 5%
Adj. Flow (vph) 1495 42
Shared Lane Traffic (%)
Lane Group Flow (vph) 1495 42
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Number of Detectors 2 1
Detector Template Thru Right
Leading Detector (ft) 100 20
Trailing Detector (ft) 0 0
Detector 1 Position(ft) 0 0
Detector 1 Size(ft) 6 20
Detector 1 Type Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0
Detector 1 Queue (s) 0.0 0.0
Detector 1 Delay (s) 0.0 0.0
Detector 2 Position(ft) 94
Detector 2 Size(ft) 6
Detector 2 Type Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0
Turn Type NA Perm
Protected Phases 6
803
Lanes, Volumes, Timings 2021 AM Cumulartive + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Permitted Phases 4 4 8 2 2 2 6 6
Detector Phase 4 4 4 8 8 2 2 2 2 6 6
Switch Phase
Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 15.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 23.7 23.7 23.7 23.7 23.7 23.7 Total Split (s) 23.0 23.0 23.0 23.0 23.0 77.0 77.0 77.0 77.0 77.0 77.0 Total Split (%) 23.0% 23.0% 23.0% 23.0% 23.0% 77.0% 77.0% 77.0% 77.0% 77.0% 77.0% Maximum Green (s) 19.0 19.0 19.0 19.0 19.0 71.3 71.3 71.3 71.3 71.3 71.3 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 4.7 4.7 4.7 4.7 4.7 4.7 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 4.0 4.0 5.7 5.7 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Max C-Max C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 0
Act Effct Green (s) 15.5 15.5 15.5 15.5 74.8 74.8 74.8 74.8 Actuated g/C Ratio 0.16 0.16 0.16 0.16 0.75 0.75 0.75 0.75 v/c Ratio 0.72 0.41 0.06 0.02 0.33 0.55 0.01 0.06
Control Delay 59.0 22.7 34.8 24.2 7.6 4.5 0.8 2.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 59.0 22.7 34.8 24.2 7.6 4.5 0.8 2.5
LOS E C C C A A A A
Approach Delay 42.6 31.5 4.6
Approach LOS D C A
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 32 (32%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.72
Intersection Signal Delay: 8.6 Intersection LOS: A
Intersection Capacity Utilization 69.6% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 804
Lanes, Volumes, Timings 2021 AM Cumulartive + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 4
Lane Group SBT SBR
Permitted Phases 6
Detector Phase 6 6
Switch Phase
Minimum Initial (s) 15.0 15.0
Minimum Split (s) 23.7 23.7
Total Split (s) 77.0 77.0
Total Split (%) 77.0% 77.0%
Maximum Green (s) 71.3 71.3
Yellow Time (s) 4.7 4.7
All-Red Time (s) 1.0 1.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0
Recall Mode C-Max C-Max
Walk Time (s) 7.0 7.0
Flash Dont Walk (s) 11.0 11.0
Pedestrian Calls (#/hr) 0 0
Act Effct Green (s) 74.8 74.8
Actuated g/C Ratio 0.75 0.75
v/c Ratio 0.58 0.04
Control Delay 6.2 1.3
Queue Delay 0.0 0.0
Total Delay 6.2 1.3
LOS A A
Approach Delay 6.1
Approach LOS A
Intersection Summary
805
Queues 2021 AM Cumulartive + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 5
Lane Group EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 150 123 9 4 62 1380 11 13 1495 42 v/c Ratio 0.72 0.41 0.06 0.02 0.33 0.55 0.01 0.06 0.58 0.04 Control Delay 59.0 22.7 34.8 24.2 7.6 4.5 0.8 2.5 6.2 1.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 59.0 22.7 34.8 24.2 7.6 4.5 0.8 2.5 6.2 1.3 Queue Length 50th (ft) 91 32 5 1 4 46 0 2 231 5
Queue Length 95th (ft) 125 61 19 10 m9 m80 m0 m1 275 0
Internal Link Dist (ft) 280 23 500 1452
Turn Bay Length (ft) 50 155 155 225 50
Base Capacity (vph) 256 353 178 316 188 2525 1132 224 2573 1156 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.59 0.35 0.05 0.01 0.33 0.55 0.01 0.06 0.58 0.04 Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal. 806
HCM 6th Signalized Intersection Summary 2021 AM Cumulartive + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
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Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (veh/h) 112 1 92 8 1 3 9 47 1242 10 1 10 Future Volume (veh/h) 112 1 92 8 1 3 9 47 1242 10 1 10
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1796 1796 1796 1826 Adj Flow Rate, veh/h 149 1 123 9 1 3 52 1380 11 12
Peak Hour Factor 0.75 0.75 0.75 0.92 0.92 0.92 0.90 0.90 0.90 0.83 Percent Heavy Veh, % 2 2 2 2 2 2 7 7 7 5
Cap, veh/h 255 1 210 106 54 163 266 2630 1173 305
Arrive On Green 0.13 0.13 0.13 0.13 0.13 0.13 0.77 0.77 0.77 0.77 Sat Flow, veh/h 1383 9 1585 1267 412 1236 324 3413 1522 379 Grp Volume(v), veh/h 150 0 123 9 0 4 52 1380 11 12
Grp Sat Flow(s),veh/h/ln 1392 0 1585 1267 0 1648 324 1706 1522 379 Q Serve(g_s), s 10.3 0.0 7.3 0.7 0.0 0.2 7.7 15.6 0.2 1.3 Cycle Q Clear(g_c), s 10.5 0.0 7.3 11.2 0.0 0.2 25.1 15.6 0.2 16.8 Prop In Lane 0.99 1.00 1.00 0.75 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 256 0 210 106 0 218 266 2630 1173 305 V/C Ratio(X) 0.59 0.00 0.59 0.08 0.00 0.02 0.20 0.52 0.01 0.04 Avail Cap(c_a), veh/h 338 0 301 179 0 313 266 2630 1173 305 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.3 0.0 40.8 47.7 0.0 37.7 9.7 4.4 2.6 7.7 Incr Delay (d2), s/veh 2.1 0.0 2.6 0.3 0.0 0.0 1.6 0.8 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.7 0.0 3.0 0.2 0.0 0.1 0.6 4.3 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 44.4 0.0 43.4 48.0 0.0 37.8 11.3 5.2 2.7 7.9 LnGrp LOS D A D D A D B A A A
Approach Vol, veh/h 273 13 1443
Approach Delay, s/veh 44.0 44.9 5.4
Approach LOS D D A
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 82.8 17.2 82.8 17.2
Change Period (Y+Rc), s 5.7 4.0 5.7 4.0
Max Green Setting (Gmax), s 71.3 19.0 71.3 19.0
Max Q Clear Time (g_c+I1), s 27.1 12.5 19.4 13.2
Green Ext Time (p_c), s 17.5 0.6 19.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 8.8
HCM 6th LOS A
Notes
User approved ignoring U-Turning movement.
807
HCM 6th Signalized Intersection Summary 2021 AM Cumulartive + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 7
Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1241 35
Future Volume (veh/h) 1241 35
Initial Q (Qb), veh 0 0
Ped-Bike Adj(A_pbT) 1.00
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1826 1826
Adj Flow Rate, veh/h 1495 42
Peak Hour Factor 0.83 0.83
Percent Heavy Veh, % 5 5
Cap, veh/h 2674 1193
Arrive On Green 0.77 0.77
Sat Flow, veh/h 3469 1547
Grp Volume(v), veh/h 1495 42
Grp Sat Flow(s),veh/h/ln 1735 1547
Q Serve(g_s), s 17.4 0.6
Cycle Q Clear(g_c), s 17.4 0.6
Prop In Lane 1.00
Lane Grp Cap(c), veh/h 2674 1193
V/C Ratio(X) 0.56 0.04
Avail Cap(c_a), veh/h 2674 1193
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 1.00 1.00
Uniform Delay (d), s/veh 4.6 2.7
Incr Delay (d2), s/veh 0.9 0.1
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.9 0.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 5.5 2.8
LnGrp LOS A A
Approach Vol, veh/h 1549
Approach Delay, s/veh 5.4
Approach LOS A
Timer - Assigned Phs
808
Lanes, Volumes, Timings 2021 AM Cumulartive + Project - Signal - EBR Sig 24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 8
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 1 1308 4 0 1350
Future Volume (vph) 0 1 1308 4 0 1350
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865
Flt Protected
Satd. Flow (prot) 0 1611 3374 0 0 4940
Flt Permitted
Satd. Flow (perm) 0 1611 3374 0 0 4940
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.90 0.90 0.83 0.83
Heavy Vehicles (%) 2% 2% 7% 7% 5% 5%
Adj. Flow (vph) 0 1 1453 4 0 1627
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1 1457 0 0 1627
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 46.3% ICU Level of Service A Analysis Period (min) 15
809
HCM 6th TWSC 2021 AM Cumulartive + Project - Signal - EBR Sig 24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 9
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 1 1308 4 0 1350
Future Vol, veh/h 0 1 1308 4 0 1350
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 90 90 83 83
Heavy Vehicles, % 2 2 7 7 5 5
Mvmt Flow 0 1 1453 4 0 1627
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 729 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 365 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 365 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 14.9 0 0
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 365 -
HCM Lane V/C Ratio - - 0.003 -
HCM Control Delay (s) - - 14.9 -
HCM Lane LOS - - B -
HCM 95th %tile Q(veh) - - 0 -
810
Lanes, Volumes, Timings 2021 PM Cumulative + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 82 1 100 24 1 9 21 105 1772 14 11 8 Future Volume (vph) 82 1 100 24 1 9 21 105 1772 14 11 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 1 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.864 0.850
Flt Protected 0.953 0.950 0.950 0.950
Satd. Flow (prot) 0 1793 1599 1770 1609 0 0 1770 3539 1583 0 1770 Flt Permitted 0.721 0.665 0.051 0.072
Satd. Flow (perm) 0 1356 1599 1239 1609 0 0 95 3539 1583 0 134 Right Turn on Red Yes Yes Yes
Satd. Flow (RTOR) 29 10 14
Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.93 0.93 0.93 0.92 0.92 0.92 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Adj. Flow (vph) 88 1 108 26 1 10 24 118 1991 16 12 9
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 89 108 26 11 0 0 142 1991 16 0 21 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Number of Detectors 1 2 1 1 2 1 1 2 1 1 1
Detector Template Left Thru Right Left Thru Left Left Thru Right Left Left Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 20
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94
Detector 2 Size(ft) 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0
Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm Perm Protected Phases 4 8 2
811
Lanes, Volumes, Timings 2021 PM Cumulative + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 2
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1989 138
Future Volume (vph) 1989 138
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3539 1583
Flt Permitted
Satd. Flow (perm) 3539 1583
Right Turn on Red Yes
Satd. Flow (RTOR) 50
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.89 0.89
Heavy Vehicles (%) 2% 2%
Adj. Flow (vph) 2235 155
Shared Lane Traffic (%)
Lane Group Flow (vph) 2235 155
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Number of Detectors 2 1
Detector Template Thru Right
Leading Detector (ft) 100 20
Trailing Detector (ft) 0 0
Detector 1 Position(ft) 0 0
Detector 1 Size(ft) 6 20
Detector 1 Type Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0
Detector 1 Queue (s) 0.0 0.0
Detector 1 Delay (s) 0.0 0.0
Detector 2 Position(ft) 94
Detector 2 Size(ft) 6
Detector 2 Type Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0
Turn Type NA Perm
Protected Phases 6
812
Lanes, Volumes, Timings 2021 PM Cumulative + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Permitted Phases 4 4 8 2 2 2 6 6
Detector Phase 4 4 4 8 8 2 2 2 2 6 6
Switch Phase
Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 15.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 23.7 23.7 23.7 23.7 23.7 23.7 Total Split (s) 22.5 22.5 22.5 22.5 22.5 77.5 77.5 77.5 77.5 77.5 77.5 Total Split (%) 22.5% 22.5% 22.5% 22.5% 22.5% 77.5% 77.5% 77.5% 77.5% 77.5% 77.5% Maximum Green (s) 18.5 18.5 18.5 18.5 18.5 71.8 71.8 71.8 71.8 71.8 71.8 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 4.7 4.7 4.7 4.7 4.7 4.7 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 4.0 4.0 5.7 5.7 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Max C-Max C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 0
Act Effct Green (s) 11.9 11.9 11.9 11.9 78.4 78.4 78.4 78.4 Actuated g/C Ratio 0.12 0.12 0.12 0.12 0.78 0.78 0.78 0.78 v/c Ratio 0.55 0.50 0.18 0.06 1.92 0.72 0.01 0.20
Control Delay 53.6 37.2 40.4 20.4 475.4 4.9 0.5 6.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.6 37.2 40.4 20.4 475.4 4.9 0.5 6.3
LOS D D D C F A A A
Approach Delay 44.6 34.5 35.9
Approach LOS D C D
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 70 (70%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.92
Intersection Signal Delay: 21.9 Intersection LOS: C
Intersection Capacity Utilization 95.7% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 813
Lanes, Volumes, Timings 2021 PM Cumulative + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 4
Lane Group SBT SBR
Permitted Phases 6
Detector Phase 6 6
Switch Phase
Minimum Initial (s) 15.0 15.0
Minimum Split (s) 23.7 23.7
Total Split (s) 77.5 77.5
Total Split (%) 77.5% 77.5%
Maximum Green (s) 71.8 71.8
Yellow Time (s) 4.7 4.7
All-Red Time (s) 1.0 1.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0
Recall Mode C-Max C-Max
Walk Time (s) 7.0 7.0
Flash Dont Walk (s) 11.0 11.0
Pedestrian Calls (#/hr) 0 0
Act Effct Green (s) 78.4 78.4
Actuated g/C Ratio 0.78 0.78
v/c Ratio 0.81 0.12
Control Delay 7.9 1.1
Queue Delay 0.0 0.0
Total Delay 7.9 1.1
LOS A A
Approach Delay 7.4
Approach LOS A
Intersection Summary
814
Queues 2021 PM Cumulative + Project - Signal - EBR Sig
15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 5
Lane Group EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 89 108 26 11 142 1991 16 21 2235 155 v/c Ratio 0.55 0.50 0.18 0.06 1.92 0.72 0.01 0.20 0.81 0.12 Control Delay 53.6 37.2 40.4 20.4 475.4 4.9 0.5 6.3 7.9 1.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.6 37.2 40.4 20.4 475.4 4.9 0.5 6.3 7.9 1.1 Queue Length 50th (ft) 54 47 15 1 ~143 91 0 1 393 4
Queue Length 95th (ft) 100 96 38 16 m#188 137 m1 6 205 12 Internal Link Dist (ft) 280 23 500 1452
Turn Bay Length (ft) 50 155 155 225 50
Base Capacity (vph) 250 319 229 305 74 2773 1243 105 2773 1251 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.36 0.34 0.11 0.04 1.92 0.72 0.01 0.20 0.81 0.12 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal. 815
HCM 6th Signalized Intersection Summary 2021 PM Cumulative + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 6
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (veh/h) 82 1 100 24 1 9 21 105 1772 14 11 8 Future Volume (veh/h) 82 1 100 24 1 9 21 105 1772 14 11 8 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 88 1 108 26 1 10 118 1991 16 9
Peak Hour Factor 0.93 0.93 0.93 0.92 0.92 0.92 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 1 1 1 2 2 2 2 2 2 2
Cap, veh/h 212 2 170 123 16 155 138 2831 1263 187
Arrive On Green 0.11 0.11 0.11 0.11 0.11 0.11 0.80 0.80 0.80 0.80 Sat Flow, veh/h 1323 15 1598 1284 146 1461 146 3554 1585 214 Grp Volume(v), veh/h 89 0 108 26 0 11 118 1991 16 9
Grp Sat Flow(s),veh/h/ln 1338 0 1598 1284 0 1607 146 1777 1585 214 Q Serve(g_s), s 6.0 0.0 6.5 2.0 0.0 0.6 45.2 25.9 0.2 2.0 Cycle Q Clear(g_c), s 6.6 0.0 6.5 8.6 0.0 0.6 79.7 25.9 0.2 28.0 Prop In Lane 0.99 1.00 1.00 0.91 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 214 0 170 123 0 171 138 2831 1263 187 V/C Ratio(X) 0.42 0.00 0.64 0.21 0.00 0.06 0.85 0.70 0.01 0.05 Avail Cap(c_a), veh/h 325 0 296 225 0 297 138 2831 1263 187 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.2 0.0 42.8 47.0 0.0 40.2 37.3 4.7 2.1 11.2 Incr Delay (d2), s/veh 1.3 0.0 3.9 0.8 0.0 0.2 45.2 1.5 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 0.0 2.7 0.7 0.0 0.3 4.7 6.9 0.1 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 44.5 0.0 46.7 47.9 0.0 40.4 82.5 6.2 2.1 11.7 LnGrp LOS D A D D A D F A A B
Approach Vol, veh/h 197 37 2125
Approach Delay, s/veh 45.7 45.6 10.4
Approach LOS D D B
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 85.4 14.6 85.4 14.6
Change Period (Y+Rc), s 5.7 4.0 5.7 4.0
Max Green Setting (Gmax), s 71.8 18.5 71.8 18.5
Max Q Clear Time (g_c+I1), s 81.7 8.6 36.5 10.6
Green Ext Time (p_c), s 0.0 0.5 27.9 0.0
Intersection Summary
HCM 6th Ctrl Delay 10.7
HCM 6th LOS B
Notes
User approved ignoring U-Turning movement.
816
HCM 6th Signalized Intersection Summary 2021 PM Cumulative + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 7
Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1989 138
Future Volume (veh/h) 1989 138
Initial Q (Qb), veh 0 0
Ped-Bike Adj(A_pbT) 1.00
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1870 1870
Adj Flow Rate, veh/h 2235 155
Peak Hour Factor 0.89 0.89
Percent Heavy Veh, % 2 2
Cap, veh/h 2831 1263
Arrive On Green 0.80 0.80
Sat Flow, veh/h 3554 1585
Grp Volume(v), veh/h 2235 155
Grp Sat Flow(s),veh/h/ln 1777 1585
Q Serve(g_s), s 34.5 2.2
Cycle Q Clear(g_c), s 34.5 2.2
Prop In Lane 1.00
Lane Grp Cap(c), veh/h 2831 1263
V/C Ratio(X) 0.79 0.12
Avail Cap(c_a), veh/h 2831 1263
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 1.00 1.00
Uniform Delay (d), s/veh 5.6 2.3
Incr Delay (d2), s/veh 2.3 0.2
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln 9.3 0.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 7.9 2.5
LnGrp LOS A A
Approach Vol, veh/h 2399
Approach Delay, s/veh 7.6
Approach LOS A
Timer - Assigned Phs
817
Lanes, Volumes, Timings 2021 PM Cumulative + Project - Signal - EBR Sig 24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 8
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 1 1911 5 0 2134
Future Volume (vph) 0 1 1911 5 0 2134
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865
Flt Protected
Satd. Flow (prot) 0 1611 3539 0 0 5085
Flt Permitted
Satd. Flow (perm) 0 1611 3539 0 0 5085
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.89 0.89 0.89 0.89
Adj. Flow (vph) 0 1 2147 6 0 2398
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1 2153 0 0 2398
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 63.0% ICU Level of Service B Analysis Period (min) 15
818
HCM 6th TWSC 2021 PM Cumulative + Project - Signal - EBR Sig 24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
raSmith Page 9
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 1 1911 5 0 2134
Future Vol, veh/h 0 1 1911 5 0 2134
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 89 89 89 89
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 1 2147 6 0 2398
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 1077 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 215 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 215 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 21.8 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 215 -
HCM Lane V/C Ratio - - 0.005 -
HCM Control Delay (s) - - 21.8 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0 -
819
Lanes, Volumes, Timings 2021 SAT Cumulative + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 63 1 133 27 1 11 23 77 1828 26 17 16 Future Volume (vph) 63 1 133 27 1 11 23 77 1828 26 17 16 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 155 155 225
Storage Lanes 0 1 1 0 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frt 0.850 0.862 0.850
Flt Protected 0.953 0.950 0.950 0.950
Satd. Flow (prot) 0 1793 1599 1770 1606 0 0 1770 3539 1583 0 1770 Flt Permitted 0.720 0.703 0.105 0.059
Satd. Flow (perm) 0 1354 1599 1310 1606 0 0 196 3539 1583 0 110 Right Turn on Red Yes Yes Yes
Satd. Flow (RTOR) 40 12 25
Link Speed (mph) 30 30 30
Link Distance (ft) 360 103 580
Travel Time (s) 8.2 2.3 13.2
Peak Hour Factor 0.80 0.80 0.80 0.92 0.92 0.92 0.88 0.88 0.88 0.88 0.95 0.95 Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Adj. Flow (vph) 79 1 166 29 1 12 26 88 2077 30 18 17
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 80 166 29 13 0 0 114 2077 30 0 35 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right R NA Left Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 9 15 9 9 15
Number of Detectors 1 2 1 1 2 1 1 2 1 1 1
Detector Template Left Thru Right Left Thru Left Left Thru Right Left Left Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 20
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94
Detector 2 Size(ft) 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0
Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm Perm Protected Phases 4 8 2
820
Lanes, Volumes, Timings 2021 SAT Cumulative + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 2
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1646 78
Future Volume (vph) 1646 78
Ideal Flow (vphpl) 1900 1900
Storage Length (ft) 50
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 0.95 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 3539 1583
Flt Permitted
Satd. Flow (perm) 3539 1583
Right Turn on Red Yes
Satd. Flow (RTOR) 34
Link Speed (mph) 30
Link Distance (ft) 1532
Travel Time (s) 34.8
Peak Hour Factor 0.95 0.95
Heavy Vehicles (%) 2% 2%
Adj. Flow (vph) 1733 82
Shared Lane Traffic (%)
Lane Group Flow (vph) 1733 82
Enter Blocked Intersection No No
Lane Alignment Left Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Number of Detectors 2 1
Detector Template Thru Right
Leading Detector (ft) 100 20
Trailing Detector (ft) 0 0
Detector 1 Position(ft) 0 0
Detector 1 Size(ft) 6 20
Detector 1 Type Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0
Detector 1 Queue (s) 0.0 0.0
Detector 1 Delay (s) 0.0 0.0
Detector 2 Position(ft) 94
Detector 2 Size(ft) 6
Detector 2 Type Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0
Turn Type NA Perm
Protected Phases 6
821
Lanes, Volumes, Timings 2021 SAT Cumulative + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Permitted Phases 4 4 8 2 2 2 6 6
Detector Phase 4 4 4 8 8 2 2 2 2 6 6
Switch Phase
Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 15.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 23.7 23.7 23.7 23.7 23.7 23.7 Total Split (s) 22.5 22.5 22.5 22.5 22.5 77.5 77.5 77.5 77.5 77.5 77.5 Total Split (%) 22.5% 22.5% 22.5% 22.5% 22.5% 77.5% 77.5% 77.5% 77.5% 77.5% 77.5% Maximum Green (s) 18.5 18.5 18.5 18.5 18.5 71.8 71.8 71.8 71.8 71.8 71.8 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 4.7 4.7 4.7 4.7 4.7 4.7 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 4.0 4.0 5.7 5.7 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Max C-Max C-Max C-Max C-Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 0
Act Effct Green (s) 13.1 13.1 13.1 13.1 77.2 77.2 77.2 77.2 Actuated g/C Ratio 0.13 0.13 0.13 0.13 0.77 0.77 0.77 0.77 v/c Ratio 0.45 0.68 0.17 0.06 0.75 0.76 0.02 0.42
Control Delay 46.9 44.7 38.7 18.6 39.2 5.9 0.4 19.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 46.9 44.7 38.7 18.6 39.2 5.9 0.4 19.8
LOS D D D B D A A B
Approach Delay 45.4 32.5 7.5
Approach LOS D C A
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 76 (76%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.76
Intersection Signal Delay: 8.8 Intersection LOS: A
Intersection Capacity Utilization 88.2% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 822
Lanes, Volumes, Timings 2021 SAT Cumulative + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 4
Lane Group SBT SBR
Permitted Phases 6
Detector Phase 6 6
Switch Phase
Minimum Initial (s) 15.0 15.0
Minimum Split (s) 23.7 23.7
Total Split (s) 77.5 77.5
Total Split (%) 77.5% 77.5%
Maximum Green (s) 71.8 71.8
Yellow Time (s) 4.7 4.7
All-Red Time (s) 1.0 1.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 5.7 5.7
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0
Recall Mode C-Max C-Max
Walk Time (s) 7.0 7.0
Flash Dont Walk (s) 11.0 11.0
Pedestrian Calls (#/hr) 0 0
Act Effct Green (s) 77.2 77.2
Actuated g/C Ratio 0.77 0.77
v/c Ratio 0.63 0.07
Control Delay 4.9 0.5
Queue Delay 0.0 0.0
Total Delay 4.9 0.5
LOS A A
Approach Delay 5.0
Approach LOS A
Intersection Summary
823
Queues 2021 SAT Cumulative + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 5
Lane Group EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 80 166 29 13 114 2077 30 35 1733 82 v/c Ratio 0.45 0.68 0.17 0.06 0.75 0.76 0.02 0.42 0.63 0.07 Control Delay 46.9 44.7 38.7 18.6 39.2 5.9 0.4 19.8 4.9 0.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 46.9 44.7 38.7 18.6 39.2 5.9 0.4 19.8 4.9 0.5 Queue Length 50th (ft) 48 77 17 1 11 102 0 2 52 0
Queue Length 95th (ft) 78 117 41 17 m#139 146 m1 #59 70 4 Internal Link Dist (ft) 280 23 500 1452
Turn Bay Length (ft) 50 155 155 225 50
Base Capacity (vph) 250 328 242 306 151 2731 1227 84 2731 1229 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.32 0.51 0.12 0.04 0.75 0.76 0.02 0.42 0.63 0.07 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal. 824
HCM 6th Signalized Intersection Summary 2021 SAT Cumulative + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
raSmith Page 6
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (veh/h) 63 1 133 27 1 11 23 77 1828 26 17 16 Future Volume (veh/h) 63 1 133 27 1 11 23 77 1828 26 17 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 79 1 166 29 1 12 88 2077 30 17
Peak Hour Factor 0.80 0.80 0.80 0.92 0.92 0.92 0.88 0.88 0.88 0.95 Percent Heavy Veh, % 1 1 1 2 2 2 2 2 2 2
Cap, veh/h 238 3 202 153 16 187 218 2760 1231 162
Arrive On Green 0.13 0.13 0.13 0.13 0.13 0.13 0.78 0.78 0.78 0.78 Sat Flow, veh/h 1320 20 1598 1218 123 1480 258 3554 1585 194 Grp Volume(v), veh/h 80 0 166 29 0 13 88 2077 30 17
Grp Sat Flow(s),veh/h/ln 1340 0 1598 1218 0 1604 258 1777 1585 194 Q Serve(g_s), s 5.2 0.0 10.1 2.3 0.0 0.7 22.6 31.4 0.4 5.2 Cycle Q Clear(g_c), s 6.0 0.0 10.1 8.2 0.0 0.7 43.8 31.4 0.4 36.6 Prop In Lane 0.99 1.00 1.00 0.92 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 241 0 202 153 0 202 218 2760 1231 162 V/C Ratio(X) 0.33 0.00 0.82 0.19 0.00 0.06 0.40 0.75 0.02 0.11 Avail Cap(c_a), veh/h 324 0 296 225 0 297 218 2760 1231 162 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.1 0.0 42.6 44.6 0.0 38.5 14.4 6.0 2.5 15.8 Incr Delay (d2), s/veh 0.8 0.0 11.4 0.6 0.0 0.1 5.5 1.9 0.0 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 4.6 0.7 0.0 0.3 1.6 9.1 0.1 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.9 0.0 54.0 45.2 0.0 38.6 19.9 7.9 2.6 17.1 LnGrp LOS D A D D A D B A A B
Approach Vol, veh/h 246 42 2195
Approach Delay, s/veh 50.0 43.2 8.3
Approach LOS D D A
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 83.4 16.6 83.4 16.6
Change Period (Y+Rc), s 5.7 4.0 5.7 4.0
Max Green Setting (Gmax), s 71.8 18.5 71.8 18.5
Max Q Clear Time (g_c+I1), s 45.8 12.1 38.6 10.2
Green Ext Time (p_c), s 21.4 0.5 20.2 0.0
Intersection Summary
HCM 6th Ctrl Delay 10.0
HCM 6th LOS B
Notes
User approved ignoring U-Turning movement.
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HCM 6th Signalized Intersection Summary 2021 SAT Cumulative + Project - Signal - EBR Sig 15: N Oxnard Blvd. & Ochard Pl./Old Levitz Driveway 05/27/2021 Scenario 1 Baseline Synchro 11 Report
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Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1646 78
Future Volume (veh/h) 1646 78
Initial Q (Qb), veh 0 0
Ped-Bike Adj(A_pbT) 1.00
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1870 1870
Adj Flow Rate, veh/h 1733 82
Peak Hour Factor 0.95 0.95
Percent Heavy Veh, % 2 2
Cap, veh/h 2760 1231
Arrive On Green 0.78 0.78
Sat Flow, veh/h 3554 1585
Grp Volume(v), veh/h 1733 82
Grp Sat Flow(s),veh/h/ln 1777 1585
Q Serve(g_s), s 21.2 1.2
Cycle Q Clear(g_c), s 21.2 1.2
Prop In Lane 1.00
Lane Grp Cap(c), veh/h 2760 1231
V/C Ratio(X) 0.63 0.07
Avail Cap(c_a), veh/h 2760 1231
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 1.00 1.00
Uniform Delay (d), s/veh 4.9 2.6
Incr Delay (d2), s/veh 1.1 0.1
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln 6.1 0.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 6.0 2.7
LnGrp LOS A A
Approach Vol, veh/h 1832
Approach Delay, s/veh 5.9
Approach LOS A
Timer - Assigned Phs
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Lanes, Volumes, Timings 2021 SAT Cumulative + Project - Signal - EBR Sig 24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
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Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 1 1953 9 0 1829
Future Volume (vph) 0 1 1953 9 0 1829
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91
Frt 0.865 0.999
Flt Protected
Satd. Flow (prot) 0 1611 3536 0 0 5085
Flt Permitted
Satd. Flow (perm) 0 1611 3536 0 0 5085
Link Speed (mph) 30 30 30
Link Distance (ft) 498 279 580
Travel Time (s) 11.3 6.3 13.2
Peak Hour Factor 0.92 0.92 0.88 0.88 0.95 0.95
Adj. Flow (vph) 0 1 2219 10 0 1925
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1 2229 0 0 1925
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 24 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 64.3% ICU Level of Service C Analysis Period (min) 15
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HCM 6th TWSC 2021 SAT Cumulative + Project - Signal - EBR Sig 24: N Oxnard Blvd. & South Driveway 05/27/2021
Scenario 1 Baseline Synchro 11 Report
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Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 1 1953 9 0 1829
Future Vol, veh/h 0 1 1953 9 0 1829
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 88 88 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 1 2219 10 0 1925
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 1115 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.94 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.32 - - - -
Pot Cap-1 Maneuver 0 202 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 202 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 22.9 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 202 -
HCM Lane V/C Ratio - - 0.005 -
HCM Control Delay (s) - - 22.9 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0 -
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Appendix E
Responses to Comments on the Draft IS-MND
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City of Oxnard
2420 Oxnard Boulevard U-Haul Project Responses to Comments on the Draft IS-MND Responses to Comments on the Draft IS-MND
This section includes comments received during the circulation of the Draft Initial Study-Mitigated Negative Declaration (IS-MND) prepared for the 2420 Oxnard Boulevard U-Haul Project (Project).
The Draft IS-MND was circulated for a 20-day public review period that began on August 18, 2022 and ended on September 6, 2022. One comment letter was received on the Draft IS-MND. The commenter and the page number on which the commenter’s letter appears is listed below.
Letter No. and Commenter Page No.
1 Nicole Collazo, Air Quality Specialist, Planning Division, Ventura County Air Pollution Control District (VCAPCD) 2
The comment letter and responses follow. Each issue raised by the commenter has been assigned a number. The responses to each comment first identify the number of the comment letter (in this case there is only one), and then the number assigned to each issue (Response 1.1, for example, indicates the response is for the first issue raised in comment Letter 1).
Any changes made to the text of the Draft IS-MND other than minor typographical corrections or minor wording changes are noted in this Responses to Comment appendix and in the full text of the Final IS-MND as changes from the Draft IS-MND. In both cases, where a comment results in a change to the Draft IS-MND text, a notation is made in the response indicating the text is revised.
Changes in text are signified by strikeouts (strikeouts) where text is removed and by underlined font (underlined font) where text is added. The Final IS-MND also includes new versions of Appendix A and Appendix B reflecting revised CalEEMod modeling in response to the VCAPCD’s comments, as discussed in this Responses to Comments appendix.
1 830
VENTURA COUNTY
AIR POLLUTION CONTROL DISTRICT
Memorandum
TO: Joe Pearson II, Sr. Planner, City of Oxnard DATE: September 2, 2022 FROM: Nicole Collazo, Air Quality Specialist, Planning Division SUBJECT: Draft Mitigated Negative Declaration for the 2024 Oxnard Blvd. U-Haul Project Air Pollution Control District (APCD) staff have reviewed the subject mitigated negative declaration (MND) for the 2024 Oxnard Blvd. U-Haul (project). The proposed would convert the existing warehouse space on the site into 138,517 square feet of self-storage space, including 1,263 separate units, a U-Box storage warehouse of 34,537 square-feet with up to 1,119 U-Boxes stored, and 3,050 square-feet of retail space. The southwest corner of the existing retail showroom has been converted to a 2,291 square foot U-Haul store and offices for retail sales of boxes and other moving supplies. The remaining space in the showroom area will be converted to 64,696 square feet of self-storage space consisting of 611 separate units. As part of the requested special use permit the U-Haul store would also serve as a rental office for U-Haul trucks and equipment stored on site. The large parking area on the north end of the lot will provide 46 covered recreational vehicle (RV) parking storage spaces. The Lead Agency is the City of Oxnard. APCD submits the following comments for the project’s MND.
GENERAL COMMENTS
Air Quality Section
Item 1, Page 23. Construction emissions. The ROC construction emissions were over the recommended threshold of 25 lbs./day ROC which according to the Ventura County Air Quality Assessment Guidelines (AQAG), of which the City has adopted as its own guidelines for air quality environmental reviews, should be mitigated as emission reduction measures or BMPs. However, the model used the default setting in version 2020.4.0 of 100 g/L ROC. This may have overestimated the ROC emissions estimate by 100% (doubled), as the new ROC limit has been amended to 50 g/L ROC, per Rule 74.2, Architectural Coatings, Flats. In addition, the MND states “Since the ROC emissions would not be a result of emissions from heavy equipment, mitigation would not be required for ROC” (DMND, Page 23). This is incorrect. Mitigation or emission reduction measures for this would be to require the ROC/VOC max of all architectural coatings used for the existing building to be at less than 50 g/L ROC, perhaps 25 g/L ROC, once quantified.
Therefore, we recommend running the original model again and changing the ROC content to 50 g/L for both construction phase and operational phase (under Area Sources). If after the recalculation the ROC emissions are still over 25 lbs./day, a MM can be developed such as requiring architectural coatings to not exceed a 25 g/L ROC content. Note- we would still concur 2 831
with MM AQ-1 to require Tier 3 diesel engines for all off-road construction equipment which would dramatically reduce NOx emissions and diesel particulate matter, a toxic air contaminant and carcinogenic. This can also be quantified be selecting Construction Mitigation category in CalEEMod and selecting all equipment and equipment numbers to Tier 3 for emissions if all equipment were Tier 3 (and to include in Table 3 of MND).
Item 2, Page 24. The MND states “CalEEMod provides default trip generation rates, which were used to estimate mobile source emissions.”. This may not be an accurate estimate of operational air emissions for the project. It is the practice of APCD and other jurisdictions such as the County of Ventura and other cities to use the traffic information contained in a Traffic Study to quantify operational mobile emissions a project for CEQA. We highly recommend not using the default settings of the model for the land use categories selected and instead use the daily ADT indicated in the project’s Traffic Study of 567 trips per day (see Appendix D, Table 1) and separate by land use category indicated in the Traffic Study and correlate with land use categories selected in the model. Please also make sure to enter the correct ADT in the model after its adjusted for its trip size (this can be verified by matching the ADT in the report to the ADT of 567 in the Traffic Study). Please also consider operational days (Mon-Fri, Sat, Sun) as this must also be entered into the model.
Thank you for the opportunity to comment on the project’s MND. If you have any questions, you may contact me at [email protected].
3 832
City of Oxnard
2420 Oxnard Boulevard U-Haul Project Responses to Comments on the Draft IS-MND Letter 1
COMMENTER: Nicole Collazo, Air Quality Specialist, Planning Division, Ventura County Air Pollution Control District (VCAPCD)
DATE: September 2, 2022
Response 1.1
After an introductory paragraph summarizing the proposed project, the commenter states the ROC construction emissions were over the APCD’s recommended threshold of 25 lbs/day, but the model may have overestimated the reactive organic compound (ROC) emissions from the project. The commenter suggests the ROC limit in the model for both construction and operation be amended to 50 g/L ROC, per APCD Rule 74.2, Architectural Coatings.
In response to this comment, the CalEEMod inputs for ROC content limits were adjusted from 100 g/L to 50 g/L. This would result in a reduction of ROC emissions from architectural coatings. With implementation of the revised model, maximum daily ROC emissions would be approximately 48.6 lbs/day, which still exceeds the 25 lbs/day threshold identified in the Draft IS-MND and in the revisions to Table 3 below.
Table 1, Construction Emissions in Section 3, Air Quality, on page 23 of the Draft IS-MND has been revised as follows:
Table 1 Construction Emissions (pounds/day)
Emission Source
Maximum Daily Emissions(pounds per day)
ROC NOx CO SO2 PM10 PM2.5
Construction Year 2022 3.2 33.1 20.12 <0.1 21.4 11.6
Construction Year 2023 96.648.6 16.1 19.23 <0.1 1.8 1.0 SO2 = sulfur dioxide; PM2.5 = particulate matter with a diameter of less than 2.5 microns Notes: All emissions modeling was done using CalEEMod. See Appendix A for modeling worksheets. Some numbers may not add up due to rounding. Emission data is pulled from “mitigated” results from the winter season CalEEMod output, which account for compliance with regulations and project design features.
The comment has been addressed in concurrence with the subsequent comments shown below.
Response 1.2
The commenter notes the IS-MND states mitigation for ROC emissions would not be required because the ROC emissions would not be a result of emissions from heavy equipment. The commenter states mitigation of ROC emissions would be required regardless of whether they would be generated by heavy equipment.
In response to this comment, the discussion under Section 3, Air Quality, on page 20 of the Draft ISMND has been revised as follows:
Nevertheless, VCAPCD’s Guidelines state construction-related emissions should be mitigated if estimates of ROC or NOX emissions from heavy-duty construction equipment activities exceed this threshold.
4 833
City of Oxnard
2420 Oxnard Boulevard U-Haul Project Responses to Comments on the Draft IS-MND Additionally, the discussion on page 23 of the Draft IS-MND has been revised as follows:
However, as shown in Table 2.1 of the Winter season CalEEMod output in Appendix A, the ROC exceedance would result from emissions from application of architectural coatings to the building rather than from heavy-duty construction equipment emissions. Since the ROC emissions would not be a result of emissions from heavy equipment, mitigation would not be required for ROC.
These revisions do not alter the conclusions of the IS-MND that the project would generate emissions of criteria pollutants that have a less than significant impact with mitigation incorporated.
Response 1.3
The commenter suggests incorporating mitigation requiring a maximum ROC content of 25 g/L in architectural coatings if the project would exceed APCD thresholds for ROC emissions.
In response to this comment, the discussion on pages 23 through 25 of the Draft IS-MND has been revised as follows: