Attachment C - Initial StudyMND with Public Comments.pdf — Santa Maria City Council, November 19, 2024 (part 4 of 4)

A St
Betteravia RdBetteravia Rd
Northbound Westbound
Southbound
Southbound Eastbound
Northbound Westbound
Eastbound WestboundNorthbound

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Central Coast Transportation Consulting
800-975-6938 Phone/Fax 895 Napa Avenue, Suite A-6
www.metrotrafficdata.com Morro Bay, CA 93442

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0000010000000000
7:15 AM - 7:30 AM 0001010000010000
7:30 AM - 7:45 AM 0000010000000000
7:45 AM - 8:00 AM 0000001000000000
8:00 AM - 8:15 AM 0000000001000000
8:15 AM - 8:30 AM 0201000000000000
8:30 AM - 8:45 AM 0000000000000000
8:45 AM - 9:00 AM 0010000000110100
T O T A L 0212031001120100
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 2:00 PM - 2:15 PM 0000000002000000
2:15 PM - 2:30 PM 0000000000000200
2:30 PM - 2:45 PM 0000000000000110
2:45 PM - 3:00 PM 0000000010100000
3:00 PM - 3:15 PM 0000001000000000
3:15 PM - 3:30 PM 0000000011000000
3:30 PM - 3:45 PM 0003001000010000
3:45 PM - 4:00 PM 0100000010000100
4:00 PM - 4:15 PM 0000000001010000
4:15 PM - 4:30 PM 0000000000010000
4:30 PM - 4:45 PM 0000000010000000
4:45 PM - 5:00 PM 0000001000000000
5:00 PM - 5:15 PM 0000000100000000
5:15 PM - 5:30 PM 0000000000000000
5:30 PM - 5:45 PM 0000000100000010
5:45 PM - 6:00 PM 0000000000000000
T O T A L 0103003244130420
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:45 AM - 8:45 AM 0201001001000000
3:15 PM - 4:15 PM 0103001022020100
Bikes Peds Peds <>
AM Peak Total 41 P M 1003
PM Peak Total 7 5 AM 1001
Peds <>
00 AM PM
20 00
21 01
00 00
PM AM
Peds <>
02 Peds <>
0020 AM
0010 P M
Turning Movement Report
Betteravia Rd @ A St 34.9208
Santa Barbara -120.4641
Tuesday, May 30, 2023 Clear
E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes
Westbound Bikes W.Leg
Peds
A St
Betteravia Rd Betteravia Rd
A St Page 2 of 3
Northbound Bikes N.Leg
Peds
Southbound Bikes

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Central Coast Transportation Consulting
800-975-6938 Phone/Fax 895 Napa Avenue, Suite A-6
www.metrotrafficdata.com Morro Bay, CA 93442

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Le ft Thru Right Trucks 7:00 AM - 7:15 AM 1 2 2 34 1 5 2 2 11010111 2 1 2
7:15 AM - 7:30 AM 0 2 4 264 2 6 20001052 1 1 1
7:30 AM - 7:45 AM 1 1 7 01 1 5 3 6 2300003091
7:45 AM - 8:00 AM 2 2 2 22 1 8 4 6 02200183 1 9 2
8:00 AM - 8:15 AM 3 2 1 41 1 4 4 1 41002161 1 6 2
8:15 AM - 8:30 AM 0 1 3 32 1 2 2 9 63100145 2 4 4
8:30 AM - 8:45 AM 4 1 6 338 1 9 32001020 1 1 2
8:45 AM - 9:00 AM 3 1 8 92 1 0 2 0 72301242 1 1 4
T O T A L 1 4 1 5 3 2 6 2 1 9 6 2 3 9 2 5 1 4 6156 3 3 1 4 1 2 2 1 8 Time Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Le ft Thru Right Trucks 2:00 PM - 2:15 PM 1 1 1 109 1 6 34011111 1 6 1
2:15 PM - 2:30 PM 3 1 3 21 2 3 2 4 26205330 1 1 6
2:30 PM - 2:45 PM 1 1 9 44 1 3 1 7 03 1 2 44630 3 0 3
2:45 PM - 3:00 PM 0 1 3 22 1 7 1 5 12 1 1 36120 2 3 4
3:00 PM - 3:15 PM 0 2 2 34 1 6 1 3 01511030 1 9 1
3:15 PM - 3:30 PM 1 1 0 32 2 4 2 1 12210030 2 3 5
3:30 PM - 3:45 PM 1 2 1 52 2 3 2 1 02101020 2 8 3
3:45 PM - 4:00 PM 1 2 3 01 1 9 2 9 07210000 2 4 3
4:00 PM - 4:15 PM 0 3 1 25 2 5 2 7 23102120 2 6 2
4:15 PM - 4:30 PM 2 2 0 72 2 9 3 0 04033031 2 7 1
4:30 PM - 4:45 PM 1 2 4 82 2 5 3 5 04022061 2 4 2
4:45 PM - 5:00 PM 0510 1 7 3 0 07000031 2 7 1
5:00 PM - 5:15 PM 0 3 4 109 2 5 03110020 2 8 2
5:15 PM - 5:30 PM 0 1 4 207 1 4 00000020 2 1 2
5:30 PM - 5:45 PM 0410 1 3 1 6 01001010 1 8 2
5:45 PM - 6:00 PM 0 1 4 015 1 2 02222010 1 5 2
TOTAL 11 278 42 26 274 345 9 51 39 19 28 12 37 4 360 40 PEAK HOUR Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Tru cks Left Thru Right Trucks 7:30 AM - 8:30 AM 6 7 3 96 5 9 1 5 2 1 2 93023 2 1 9 6 8 9 3:45 PM - 4:45 PM 4 9 8 1 7 1 0 9 8 1 2 1 2 1 8 3671 1 1 2 1 0 1 8 PHF Trucks PHF
AM 0.85 7%
PM 2 121 98 0.921
PM 0.92 8%
AM 12 152 59 0.871
PHF 0.667 0.625
AM PM
3 3 68 101
60 92
7 2 21 11
PM AM
PHF

0.742 0.919 PHF

0.786 6 73 9 AM

0.902 4 98 17 PM
Southbound
Southbound Eastbound
Northbound Westbound
Eastbound WestboundNorthbound

Page 1 of 3 ends

A St
McCoy LnDriveway
Northbound Westbound
Turning Movement Report
Southbound
A St @ McCoy Ln
Santa Barbara
Tuesday, May 30, 2023 Clear
Eastbound

34.9160
-120.4642

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Central Coast Transportation Consulting
800-975-6938 Phone/Fax 895 Napa Avenue, Suite A-6
www.metrotrafficdata.com Morro Bay, CA 93442

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0000000000000000
7:15 AM - 7:30 AM 0000010000000000
7:30 AM - 7:45 AM 0000010100000100
7:45 AM - 8:00 AM 0000000000000000
8:00 AM - 8:15 AM 0000000000000000
8:15 AM - 8:30 AM 0100000100000010
8:30 AM - 8:45 AM 0000000100000001
8:45 AM - 9:00 AM 0000000100000000
T O T A L 0100020400000111
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 2:00 PM - 2:15 PM 0000000000000000
2:15 PM - 2:30 PM 0000000100000000
2:30 PM - 2:45 PM 0000000000000000
2:45 PM - 3:00 PM 0000010101010000
3:00 PM - 3:15 PM 0000000000030000
3:15 PM - 3:30 PM 0000000000000000
3:30 PM - 3:45 PM 0000000000000000
3:45 PM - 4:00 PM 0100000000000000
4:00 PM - 4:15 PM 0000000000000000
4:15 PM - 4:30 PM 0001000000000000
4:30 PM - 4:45 PM 0000000000000000
4:45 PM - 5:00 PM 0000000000000001
5:00 PM - 5:15 PM 0000000100001000
5:15 PM - 5:30 PM 0000000000001000
5:30 PM - 5:45 PM 0000000000010000
5:45 PM - 6:00 PM 0000000000000000
T O T A L 0101010301052001
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:30 AM - 8:30 AM 0100010200000110
3:45 PM - 4:45 PM 0101000000000000
Bikes Peds Peds <>
AM Peak Total 42 P M 0001
PM Peak Total 1 1 AM 0100
Peds <>
00 AM PM
00 10
00 10
00 00
PM AM
Peds <>
00 Peds <>
2010 AM
0010 P M
Westbound Bikes W.Leg
Peds
A St
Driveway McCoy Ln
A St Page 2 of 3
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Turning Movement Report
A St @ McCoy Ln 34.9160
Santa Barbara -120.4642
Tuesday, May 30, 2023 Clear

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Central Coast Transportation Consulting
800-975-6938 Phone/Fax 895 Napa Avenue, Suite A-6
www.metrotrafficdata.com Morro Bay, CA 93442

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Le ft Thru Right Trucks 7:00 AM - 7:15 AM 33 111 3 3 23 85 31 7 10 1 20 2 1 5 12 12 7:15 AM - 7:30 AM 27 106 3 5 13 118 28 2 6 1 20 1 0 5 16 13 7:30 AM - 7:45 AM 3 9 1 2 7 06 2 0 1 5 4 2 6 3 1 2 6 1 8 71062 7:45 AM - 8:00 AM 5 3 1 4 4 65 2 9 1 7 2 6 9 4 1 2 3 3 5 50333 8:00 AM - 8:15 AM 40 137 4 1 24 150 50 4 30 0 41 4 0 0 17 4 8:15 AM - 8:30 AM 2 2 1 0 9 36 1 6 1 6 0 3 7 1 9 4 0 3 2 8 1 7 0281 8:30 AM - 8:45 AM 29 117 4 11 13 99 25 11 30 3 28 19 0 2 10 2 8:45 AM - 9:00 AM 3 4 1 0 47 1 21 19 82 1 7 2 0 3 1 61 4 1 0 1 4 3 TOTAL 277 955 30 49 149 1036 287 57 160 20 206 69 3 17 86 40 Time Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Le ft Thru Right Trucks 2:00 PM - 2:15 PM 18 95 2 4 10 97 11 7 20 2 21 7 3 2 22 8 2:15 PM - 2:30 PM 11 118 1 5 15 96 16 12 18 3 17 4 3 0 20 3 2:30 PM - 2:45 PM 22 123 1 7 16 103 17 9 53 2 21 3 3 0 20 5 2:45 PM - 3:00 PM 23 98 1 13 17 143 39 10 29 3 26 2 2 6 28 3 3:00 PM - 3:15 PM 19 159 1 8 10 138 12 3 49 3 16 8 2 3 24 3 3:15 PM - 3:30 PM 17 155 1 15 15 115 20 13 23 2 16 2 1 1 19 2 3:30 PM - 3:45 PM 25 186 2 13 12 183 14 11 47 3 27 0 3 3 72 2 3:45 PM - 4:00 PM 20 124 2 6 10 141 24 10 23 2 27 3 6 4 33 1 4:00 PM - 4:15 PM 24 220 0 9 7 146 14 6 38 3 40 3 4 2 20 1 4:15 PM - 4:30 PM 22 163 1 6 11 114 19 5 25 6 33 5 3 3 21 0 4:30 PM - 4:45 PM 13 146 0 3 13 155 20 10 81 4 37 5 1 4 29 1 4:45 PM - 5:00 PM 14 126 2 8 9 122 18 12 47 4 31 6 1 0 13 0 5:00 PM - 5:15 PM 13 132 1 4 9 175 13 8 80 2 47 5 14 5 41 0 5:15 PM - 5:30 PM 15 130 1 7 5 116 7 5 29 0 26 2 1 0 20 1 5:30 PM - 5:45 PM 6 96 1 3 6 88 12 6 23 1 20 2 4 2 11 0 5:45 PM - 6:00 PM 9 8 3 035 1 1 7 2 0 7 2 7 0 1 3 00070 TOTAL 271 2154 17 114 170 2049 276 134 612 40 418 57 51 35 400 30 PEAK HOUR Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Tru cks Left Thru Right Trucks 7:30 AM - 8:30 AM 154 517 13 18 89 636 182 30 94 12 122 33 1 5 34 10 3:30 PM - 4:30 PM 91 693 5 34 40 584 71 32 133 14 127 11 16 12 146 4 PHF Trucks PHF
AM 0.88 5%
PM 71 584 40 0.831
PM 0.84 4%
AM 182 636 89 0.84
PHF 0.846 0.803
AM PM
133 94 34 146
14 12 5 12
127 122 1 16
PM AM
PHF

0.588 0.558 PHF

0.842 154 517 13 AM

0.808 91 693 5 PM
Southbound
Southbound Eastbound
Northbound Westbound
Eastbound WestboundNorthbound

Page 1 of 3 ends

Skyway Dr
Fairway DrFairway Dr
Northbound Westbound
Turning Movement Report
Southbound
Fairway Dr @ Skyway Dr
Santa Barbara
Tuesday, May 30, 2023 Clear
Eastbound

34.9135
-120.4541

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

Central Coast Transportation Consulting
800-975-6938 Phone/Fax 895 Napa Avenue, Suite A-6
www.metrotrafficdata.com Morro Bay, CA 93442

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0000000000010000
7:15 AM - 7:30 AM 0100000100000000
7:30 AM - 7:45 AM 0100000001000001
7:45 AM - 8:00 AM 0000000000000000
8:00 AM - 8:15 AM 1000000000010000
8:15 AM - 8:30 AM 0100000100000000
8:30 AM - 8:45 AM 0000010000000000
8:45 AM - 9:00 AM 0000001000000010
T O T A L 1300011201020011
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 2:00 PM - 2:15 PM 0000000000000000
2:15 PM - 2:30 PM 0000010000010000
2:30 PM - 2:45 PM 0000000000000000
2:45 PM - 3:00 PM 0000000000010000
3:00 PM - 3:15 PM 0000000000000000
3:15 PM - 3:30 PM 0000000000000000
3:30 PM - 3:45 PM 0000000600000100
3:45 PM - 4:00 PM 0000000800000000
4:00 PM - 4:15 PM 0100000400000000
4:15 PM - 4:30 PM 0000000200000000
4:30 PM - 4:45 PM 0000010000000000
4:45 PM - 5:00 PM 0100000000000000
5:00 PM - 5:15 PM 0000000100000000
5:15 PM - 5:30 PM 0000000000100000
5:30 PM - 5:45 PM 0000000000000000
5:45 PM - 6:00 PM 0000010100000000
T O T A L 0200030 2 2 00120100
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:30 AM - 8:30 AM 1200000101010001
3:30 PM - 4:30 PM 0100000 2 0 00000100
Bikes Peds Peds <>
AM Peak Total 43 P M 0000
PM Peak Total 2 20 AM 0000
Peds <>
01 AM PM
00 00
01 01
00 00
PM AM
Peds <>
10 Peds <>
1120 AM
2 0 010 P M
Westbound Bikes W.Leg
Peds
Skyway Dr
Fairway Dr Fairway Dr
Skyway Dr Page 2 of 3
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Turning Movement Report
Fairway Dr @ Skyway Dr 34.9135
Santa Barbara -120.4541
Tuesday, May 30, 2023 Clear

A Street at Fairway General Plan Amendment and Rezone
Draft Transportation Impact Study
Central Coast Transportation Consulting September 2 023 Appendix B: Intersection Calculation Sheets
Intersection Analysis Summary
8/10/2023Report File: G:\...\2023_08 EX AM (updated timings).pdf Scenario 1 EX AMVistro File: G:\...\2023_06_Base Scenario.vistro Santa Maria A Street Industrial
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

B18.90.464NB LeftHCM 6th
EditionSignalizedSkyway Dr/Fairway Dr3
B13.10.023WB ThruHCM 6th
EditionTwo-way stopA St/McCoy Ln2
C26.10.484SB LeftHCM 6th
EditionSignalizedBetteravia Road/A Street1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID 1Central Coast Transportation Consulting
Scenario 1: 1 EX AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.484Volume to Capacity (v/c):

CLevel Of Service:

26.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

SignalizedControl Type:

Intersection 1: Betteravia Road/A Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
YesYesYesYesCurb Present

0.000.000.000.00Grade [%]

45.0045.0040.0040.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket
460.100.250.25.0100.150.100.100.105.100.100.120.Entry Pocket Length [ft] 101101001001No. of Lanes in Entry Pocket

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Betteravia RdBetteravia RdA StA StName
Intersection Setup
2Central Coast Transportation Consulting
Scenario 1: 1 EX AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0102Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0010v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 1000v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0000v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0000v_do, Outbound Pedestrian Volume crossing major street [ped/h] 000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NNNNNNNNPresence of On-Street Parking
125141112339Total Analysis Volume [veh/h]
371312425992Total 15-Minute Volume [veh/h]

1.1.1.1.1.1.1.1.1.1.1.1.Other Adjustment Factor

0.0.0.0.0.0.0.0.0.0.0.0.Peak Hour Factor
125131192338Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.1.1.1.1.1.1.1.1.1.1.1.Growth Factor

8.8.8.8.8.8.8.8.8.8.8.8.Heavy Vehicles Percentage [%]

1.1.1.1.1.1.1.1.1.1.1.1.Base Volume Adjustment Factor
125131192338Base Volume Input [veh/h]
Be RdBe RdA StA StName
Volumes
3Central Coast Transportation Consulting
Scenario 1: 1 EX AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 100.100.20.0100.100.20.00.020.020.00.020.020.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
YesNoYesNoNoNoNoNoMinimum Recall

3.83.84.43.83.84.40.03.94.10.03.94.1l2, Clearance Lost Time [s]

2.02.02.02.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 15150202000000290Pedestrian Clearance [s]
440440000040Walk [s]

4.04.02.04.04.02.00.02.02.00.02.02.0Vehicle Extension [s] 5656275656270362703627Split [s]

1.01.02.01.01.02.00.01.52.00.01.52.0All red [s]

4.84.84.44.84.84.40.04.44.10.04.44.1Amber [s]
5050205050200302003020Maximum Green [s]
1010710107087087Minimum Green [s]
--Lea--Lea--Lea--LeaLead / Lag
Auxiliary Signal Groups
661225047083Signal Group
PerPerProtPerPerProtPerPerProtPerPerProtControl Type
Phasing & Timing

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
145Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4Central Coast Transportation Consulting
Scenario 1: 1 EX AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

6.13159.36.962.5243.75.0174.1615.4334.5360.3495th-Percentile Queue Length [ft/ln]

0.256.391.482.509.733.006.970.621.382.4195th-Percentile Queue Length [veh/ln]

3.4188.720.534.7144.41.696.768.5719.1833.5250th-Percentile Queue Length [ft/ln]

0.143.550.821.395.791.673.870.340.771.3450th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoYesNoNoYesCritical Lane Group
BCCBCCCCBCLane Group LOS

18.223.130.819.026.531.428.2932.5719.8230.80d, Delay for Lane Group [s/veh]

0.030.600.480.300.810.710.850.360.170.62X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.051.771.150.564.512.242.531.360.081.58d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.150.150.040.150.150.040.040.040.040.04k, delay calibration

18.221.429.718.422.029.125.7631.2119.7429.22d1, Uniform Delay [s] 39546611642350915731360396146c, Capacity [veh/h]
1511781691481781691610169516171695s, saturation flow rate [veh/h]

0.010.160.030.090.230.070.170.010.040.05(v / s)_i Volume / Saturation Flow Rate

0.260.260.070.290.290.090.190.040.240.09g / C, Green / Cycle 1717519196132166g_i, Effective Green Time [s]

3.803.804.403.803.804.403.904.103.904.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.805.806.405.805.806.405.906.105.906.10L, Total Lost Time per Cycle [s] 66666666666666666666C, Cycle Length [s]
RCLRCLCLCLLane Group
Lane Group Calculations
5Central Coast Transportation Consulting
Scenario 1: 1 EX AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 30.8 19.8 19.8 32.5 28.2 28.2 31.4 26.5 19.0 30.8 23.1 18.2 Movement LOS C B B C C C C C B C C B
d_A, Approach Delay [s/veh] 26.04 28.62 25.90 24.24
Approach LOS C C C C
d_I, Intersection Delay [s/veh] 26.06
Intersection LOS C
Intersection V/C 0.484
Other Modes
g_Walk,mi, Effective Walk Time [s] 8.0 8.0 30.1 8.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 25.51 25.51 9.78 25.51
I_p,int, Pedestrian LOS Score for Intersection 2.122 2.122 2.512 2.418 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 911 911 1520 1520 d_b, Bicycle Delay [s] 9.79 9.78 1.90 1.90
I_b,int, Bicycle LOS Score for Intersection 1.822 2.035 2.637 2.135 Bicycle LOS A B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
6Central Coast Transportation Consulting
Scenario 1: 1 EX AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.023Volume to Capacity (v/c):

BLevel Of Service:

13.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: A St/McCoy Ln
Intersection Level Of Service Report
NoYesYesYesCrosswalk

0.000.000.000.00Grade [%]

35.0030.0040.0040.00Speed [mph]

0.000.000.000.000.000.0050.00.000.000.000.000.00Exit Pocket Length [ft] 000000100000No. of Lanes in Exit Pocket
100.100.100.100.100.100.100.100.150.85.0100.100.Entry Pocket Length [ft] 001000001100No. of Lanes in Entry Pocket

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
McCoy LnDrivewayA StA StName
Intersection Setup
0002Pedestrian Volume [ped/h]
812204116187Total Analysis Volume [veh/h]
236101441322Total 15-Minute Volume [veh/h]

1.1.1.1.1.1.1.1.1.1.1.1.Other Adjustment Factor

0.0.0.0.0.0.0.0.0.0.0.0.Peak Hour Factor
692203115976Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.1.1.1.1.1.1.1.1.1.1.1.Growth Factor

7.7.7.7.7.7.7.7.7.7.7.7.Heavy Vehicles Percentage [%]

1.1.1.1.1.1.1.1.1.1.1.1.Base Volume Adjustment Factor
692203115976Base Volume Input [veh/h]
Mc LnDrivewaA StA StName
Volumes
7Central Coast Transportation Consulting
Scenario 1: 1 EX AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
BIntersection LOS

3.71d_I, Intersection Delay [s/veh]
BBAAApproach LOS

10.0511.552.000.52d_A, Approach Delay [s/veh]

8.648.643.530.820.820.820.000.003.720.000.200.3995th-Percentile Queue Length [ft/ln]

0.350.350.140.030.030.030.000.000.150.000.010.0295th-Percentile Queue Length [veh/ln] ABBABBAAAAAAMovement LOS

9.1013.011.78.9812.612.80.000.007.590.000.007.70d_M, Delay for Movement [s/veh]

0.080.020.040.000.000.010.000.000.050.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
8Central Coast Transportation Consulting
Scenario 1: 1 EX AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.464Volume to Capacity (v/c):

BLevel Of Service:

18.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Skyway Dr/Fairway Dr
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

40.0040.0055.0055.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket
100.100.100.100.100.95.0100.100.145.100.100.130.Entry Pocket Length [ft] 001001001001No. of Lanes in Entry Pocket

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Fairway DrSkyway DrSkyway DrName
Intersection Setup
9Central Coast Transportation Consulting
Scenario 1: 1 EX AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0102Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0101v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 1010v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0100v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0001v_do, Outbound Pedestrian Volume crossing major street [ped/h] 000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NNNNNNNNPresence of On-Street Parking
361111271151Total Analysis Volume [veh/h]
110332512414Total 15-Minute Volume [veh/h]

1.1.1.1.1.1.1.1.1.1.1.1.Other Adjustment Factor

0.0.0.0.0.0.0.0.0.0.0.0.Peak Hour Factor
351119168151Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.1.1.1.1.1.1.1.1.1.1.1.Growth Factor

5.5.5.5.5.5.5.5.5.5.5.5.Heavy Vehicles Percentage [%]

1.1.1.1.1.1.1.1.1.1.1.1.Base Volume Adjustment Factor
351119168151Base Volume Input [veh/h]
Fa DrSk DrSk DrName
Volumes
10Central Coast Transportation Consulting
Scenario 1: 1 EX AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.0100.100.0.00.00.00.00.00.00.0100.100.Detector Location [ft] NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoYesNoYesNoMinimum Recall

0.03.43.40.03.43.40.04.54.80.04.54.8l2, Clearance Lost Time [s]

0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 026260262601700190Pedestrian Clearance [s]
077077070070Walk [s]

0.04.04.00.04.04.00.04.02.00.04.02.0Vehicle Extension [s] 05656056560573705737Split [s]

0.01.01.00.01.01.00.01.02.00.01.02.0All red [s]

0.04.44.40.04.44.40.05.54.80.05.54.8Amber [s]
05050050500503005030Maximum Green [s]
08808801070107Minimum Green [s]
--Lea--Lea--Lea--LeaLead / Lag
Auxiliary Signal Groups
088044061025Signal Group
PerPerPerPerPerPerPerPerProtPerPerProtControl Type
Phasing & Timing

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
149Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
11Central Coast Transportation Consulting
Scenario 1: 1 EX AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

20.740.5578.8657.96190.201.51.698.699.491.695th-Percentile Queue Length [ft/ln]

0.830.023.152.327.628.042.073.953.983.6795th-Percentile Queue Length [veh/ln]

11.520.3043.8132.20106.113.28.654.855.250.950th-Percentile Queue Length [ft/ln]

0.460.011.751.294.244.551.152.192.212.0450th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoNoNoNoYesCritical Lane Group
BCCCBBCBBCLane Group LOS

19.3724.8322.4924.3219.118.825.613.713.726.3d, Delay for Lane Group [s/veh]

0.150.000.510.360.760.760.590.440.440.79X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.320.011.961.022.842.611.190.630.622.36d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.150.150.150.150.150.150.040.150.150.04k, delay calibration

19.0524.8220.5323.3016.216.224.413.013.023.9d1, Uniform Delay [s] 303205297300591640172685692222c, Capacity [veh/h]
1583120315511328168182173180182173s, saturation flow rate [veh/h]

0.030.000.100.080.270.260.060.170.170.10(v / s)_i Volume / Saturation Flow Rate

0.190.190.190.190.350.350.100.380.380.13g / C, Green / Cycle 111111112020621217g_i, Effective Green Time [s]

3.403.403.403.404.504.504.804.504.504.80l2, Clearance Lost Time [s]

0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.405.405.405.406.506.506.806.506.506.80L, Total Lost Time per Cycle [s] 57575757575757575757C, Cycle Length [s]
CLCLCCLCCLLane Group
Lane Group Calculations
12Central Coast Transportation Consulting
Scenario 1: 1 EX AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 26.3 13.7 13.7 25.6 18.9 19.1 24.3 22.4 22.4 24.8 19.3 19.3 Movement LOS C B B C B B C C C C B B
d_A, Approach Delay [s/veh] 16.55 19.63 23.24 19.49
Approach LOS B B C B
d_I, Intersection Delay [s/veh] 18.94
Intersection LOS B
Intersection V/C 0.464
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 18.40 18.40 18.40 18.40
I_p,int, Pedestrian LOS Score for Intersection 2.862 3.105 2.195 1.991 Crosswalk LOS C C B A
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1782 1782 1786 1786 d_b, Bicycle Delay [s] 0.34 0.34 0.33 0.32
I_b,int, Bicycle LOS Score for Intersection 2.201 2.410 1.989 1.636 Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
-------------865Ring 2
-------------421Ring 1
Sequence
13Central Coast Transportation Consulting
Scenario 1: 1 EX AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Turning Movement Volume: Summary
8/10/2023Report File: G:\...\2023_08 EX AM (updated timings).pdf Scenario 1 EX AMVistro File: G:\...\2023_06_Base Scenario.vistro Santa Maria A Street Industrial
1859
Total
Volume
34 Right
5 Thru
1 Left
Westbound
122
Right
12 Thru
94 Left
Eastbound
182
Right
636
Thru
89 Left
Southbound
13 Right
517
Thru
154
Left
Northbound
Skyway Dr/Fairway Dr3
Intersection NameID
414
Total
Volume
68 Right
9 Thru
21 Left
Westbound
2 Right
0 Thru
3 Left
Eastbound
12 Right
152
Thru
59 Left
Southbound
9 Right
73 Thru
6 Left
Northbound
A St/McCoy Ln2
Intersection NameID
1320
Total
Volume
12 Right
255
Thru
51 Left
Westbound
116
Right
377
Thru
102
Left
Eastbound
145
Right
97 Thru
20 Left
Southbound
31 Right
32 Thru
82 Left
Northbound
Betteravia Road/A Street1
Intersection NameID
14Central Coast Transportation Consulting
Scenario 1: 1 EX AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Lane Configuration and Traffic Control
Skyway Dr/Fairway Dr
A St/McCoy Ln
Betteravia Road/A Street
15Central Coast Transportation Consulting
Scenario 1: 1 EX AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Traffic Volume - Base Volume
Skyway Dr/Fairway Dr
A St/McCoy Ln
Betteravia Road/A Street
16Central Coast Transportation Consulting
Scenario 1: 1 EX AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Intersection Analysis Summary
8/9/2023Report File: G:\...\2023_08 EX PM (updated timings).pdf Scenario 2 EX PMVistro File: G:\...\2023_06_Base Scenario.vistro Santa Maria A Street Industrial
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

C22.90.414SB LeftHCM 6th
EditionSignalizedSkyway Dr/Fairway Dr3
B13.70.005WB ThruHCM 6th
EditionTwo-way stopA St/McCoy Ln2
C30.30.583NB LeftHCM 6th
EditionSignalizedBetteravia Road/A Street1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID 1Central Coast Transportation Consulting
Scenario 2: 2 EX PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.583Volume to Capacity (v/c):

CLevel Of Service:

30.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

SignalizedControl Type:

Intersection 1: Betteravia Road/A Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
YesYesYesYesCurb Present

0.000.000.000.00Grade [%]

45.0045.0040.0040.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Betteravia RdBetteravia RdA StA StName
Intersection Setup
2Central Coast Transportation Consulting
Scenario 2: 2 EX PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0100Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0011v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 1100v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0000v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0000v_do, Outbound Pedestrian Volume crossing major street [ped/h] 000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
283894113959626516944294394121Total Analysis Volume [veh/h] 79710351496642117112330Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9400.9400.9400.9400.9400.9400.9400.9400.9400.9400.9400.940Peak Hour Factor 263663913156024915941274088114Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Growth Factor

8.008.008.008.008.008.008.008.008.008.008.008.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 263663913156024915941274088114Base Volume Input [veh/h] Betteravia RdBetteravia RdA StA StName
Volumes
3Central Coast Transportation Consulting
Scenario 2: 2 EX PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.020.020.020.020.020.00.020.020.00.020.020.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
YesNoYesNoNoNoNoNoMinimum Recall

0.03.84.43.83.84.40.03.94.10.03.94.1l2, Clearance Lost Time [s]

0.02.02.02.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0150202000000290Pedestrian Clearance [s]
040440000040Walk [s]

0.04.02.04.04.02.00.02.02.00.02.02.0Vehicle Extension [s] 056275656270362703627Split [s]

0.01.02.01.01.02.00.01.52.00.01.52.0All red [s]

0.04.84.44.84.84.40.04.44.10.04.44.1Amber [s]
050205050200302003020Maximum Green [s]
010710107087087Minimum Green [s]
--Lea--Lea--Lea--LeaLead / Lag
Auxiliary Signal Groups
061225047083Signal Group
PerPerProtPerPerProtPerPerProtPerPerProtControl Type
Phasing & Timing

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
145Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4Central Coast Transportation Consulting
Scenario 2: 2 EX PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

16.4282.33.368.9368.205.173.3924.1893.13101.9295th-Percentile Queue Length [ft/ln]

0.6611.31.332.7614.78.226.940.973.734.0895th-Percentile Queue Length [veh/ln]

9.16174.18.538.3240.116.96.3313.4351.7456.6250th-Percentile Queue Length [ft/ln]

0.376.970.741.539.644.683.850.542.072.2650th-Percentile Queue Length [veh/ln] NoYesNoNoNoYesYesNoNoYesCritical Lane Group
CCDBCCCDCDLane Group LOS

21.933.537.016.527.133.934.8137.6226.7438.08d, Delay for Lane Group [s/veh]

0.070.850.460.240.870.870.850.410.390.79X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.116.191.330.315.022.973.121.370.263.46d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.150.150.040.150.150.040.040.040.040.04k, delay calibration

21.827.335.616.122.130.931.6936.2426.4734.61d1, Uniform Delay [s] 3894599056968430525171352153c, Capacity [veh/h]
1511781691471781691561169516871695s, saturation flow rate [veh/h]

0.020.220.020.090.330.160.140.020.080.07(v / s)_i Volume / Saturation Flow Rate

0.260.260.050.380.380.180.160.040.210.09g / C, Green / Cycle 20204303014123167g_i, Effective Green Time [s]

3.803.804.403.803.804.403.904.103.904.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.805.806.405.805.806.405.906.105.906.10L, Total Lost Time per Cycle [s] 78787878787878787878C, Cycle Length [s]
RCLRCLCLCLLane Group
Lane Group Calculations
5Central Coast Transportation Consulting
Scenario 2: 2 EX PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 38.0 26.7 26.7 37.6 34.8 34.8 33.9 27.1 16.5 37.0 33.5 21.9 Movement LOS D C C D C C C C B D C C
d_A, Approach Delay [s/veh] 32.05 35.15 27.45 33.17
Approach LOS C D C C
d_I, Intersection Delay [s/veh] 30.35
Intersection LOS C
Intersection V/C 0.583
Other Modes
g_Walk,mi, Effective Walk Time [s] 8.0 8.0 30.1 8.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 4635.30 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 31.17 31.17 14.50 31.17
I_p,int, Pedestrian LOS Score for Intersection 2.144 2.208 2.710 2.538 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 777 777 1295 1295 d_b, Bicycle Delay [s] 14.50 14.50 4.81 4.81
I_b,int, Bicycle LOS Score for Intersection 1.985 1.959 3.210 2.315 Bicycle LOS A A C B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
6Central Coast Transportation Consulting
Scenario 2: 2 EX PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.005Volume to Capacity (v/c):

BLevel Of Service:

13.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: A St/McCoy Ln
Intersection Level Of Service Report
NoNoNoNoCrosswalk

0.000.000.000.00Grade [%]

35.0030.0040.0040.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
McCoy LnA StA StName
Intersection Setup
0000Pedestrian Volume [ped/h]
1102128732132107181074Total Analysis Volume [veh/h]
2713221133275271Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.9200.920Peak Hour Factor 10121176321219817984Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Growth Factor

8.008.008.008.008.008.008.008.008.008.008.008.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 10121176321219817984Base Volume Input [veh/h]
McCoy LnA StA StName
Volumes
7Central Coast Transportation Consulting
Scenario 2: 2 EX PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
BIntersection LOS

4.42d_I, Intersection Delay [s/veh]
ABAAApproach LOS

9.6411.503.440.23d_A, Approach Delay [s/veh]

9.999.991.962.432.432.430.000.006.120.000.110.2195th-Percentile Queue Length [ft/ln]

0.400.400.080.100.100.100.000.000.240.000.000.0195th-Percentile Queue Length [veh/ln] ABBABBAAAAAAMovement LOS

9.2213.712.88.9413.513.60.000.007.750.000.007.57d_M, Delay for Movement [s/veh]

0.110.000.030.010.020.010.000.000.080.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
8Central Coast Transportation Consulting
Scenario 2: 2 EX PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.414Volume to Capacity (v/c):

CLevel Of Service:

22.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Skyway Dr/Fairway Dr
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

40.0040.0055.0055.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Fairway DrSkyway DrSkyway DrName
Intersection Setup
9Central Coast Transportation Consulting
Scenario 2: 2 EX PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
1001Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 0000v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 002020v_di, Inbound Pedestrian Volume crossing major street [ped/h] 202000v_do, Outbound Pedestrian Volume crossing major street [ped/h] 000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
17414191511715885695486825108Total Analysis Volume [veh/h] 4345384402117412120627Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.8400.8400.8400.8400.8400.8400.8400.8400.8400.8400.8400.840Peak Hour Factor 1461216127141337158440569391Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Growth Factor

4.004.004.004.004.004.004.004.004.004.004.004.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 1461216127141337158440569391Base Volume Input [veh/h]
Fairway DrSkyway DrSkyway DrName
Volumes
10Central Coast Transportation Consulting
Scenario 2: 2 EX PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.0100.100.0.00.00.00.00.00.00.0100.100.Detector Location [ft] NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoYesNoYesNoMinimum Recall

0.03.43.40.03.43.40.04.54.80.04.54.8l2, Clearance Lost Time [s]

0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 026260262601700190Pedestrian Clearance [s]
077077070070Walk [s]

0.04.04.00.04.04.00.04.02.00.04.02.0Vehicle Extension [s] 05656056560573705737Split [s]

0.01.01.00.01.01.00.01.02.00.01.02.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
149Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
11Central Coast Transportation Consulting
Scenario 2: 2 EX PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

87.469.6176.6394.92210.216.30.0212.213.67.595th-Percentile Queue Length [ft/ln]

3.500.383.073.808.438.651.208.518.522.7095th-Percentile Queue Length [veh/ln]

48.595.3442.5752.73120.124.16.6122.122.37.550th-Percentile Queue Length [ft/ln]

1.940.211.702.114.834.990.674.884.891.5050th-Percentile Queue Length [veh/ln] NoNoNoYesYesNoNoNoNoYesCritical Lane Group
BBBCCCCCCCLane Group LOS

17.0219.9216.6324.5724.624.430.322.222.230.2d, Delay for Lane Group [s/veh]

0.360.050.320.440.760.760.430.720.720.66X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.620.080.501.213.363.230.992.422.411.72d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.150.150.150.150.150.150.040.150.150.04k, delay calibration

16.4019.8516.1323.3521.221.229.419.819.728.5d1, Uniform Delay [s] 515378524358504524111577578163c, Capacity [veh/h]
1537118315621163177184175183184175s, saturation flow rate [veh/h]

0.120.020.110.140.220.220.030.230.230.06(v / s)_i Volume / Saturation Flow Rate

0.340.340.340.340.280.280.060.310.310.09g / C, Green / Cycle 222222221818420206g_i, Effective Green Time [s]

3.403.403.403.404.504.504.804.504.504.80l2, Clearance Lost Time [s]

0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

B19.50.479NB LeftHCM 6th
EditionSignalizedSkyway Dr/Fairway Dr3
B13.60.025WB ThruHCM 6th
EditionTwo-way stopA St/McCoy Ln2
C26.70.500SB LeftHCM 6th
EditionSignalizedBetteravia Road/A Street1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID 1Central Coast Transportation Consulting
Scenario 3: 3 EX +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.500Volume to Capacity (v/c):

CLevel Of Service:

26.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

SignalizedControl Type:

Intersection 1: Betteravia Road/A Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
YesYesYesYesCurb Present

0.000.000.000.00Grade [%]

45.0045.0040.0040.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Betteravia RdBetteravia RdA StA StName
Intersection Setup
2Central Coast Transportation Consulting
Scenario 3: 3 EX +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0102Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0010v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 1000v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0000v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0000v_do, Outbound Pedestrian Volume crossing major street [ped/h] 000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NNNNNNNNPresence of On-Street Parking
127141112439Total Analysis Volume [veh/h]
371312425192Total 15-Minute Volume [veh/h]

1.1.1.1.1.1.1.1.1.1.1.1.Other Adjustment Factor

0.0.0.0.0.0.0.0.0.0.0.0.Peak Hour Factor
127131112338Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
001800030513Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.1.1.1.1.1.1.1.1.1.1.1.Growth Factor

8.8.8.8.8.8.8.8.8.8.8.8.Heavy Vehicles Percentage [%]

1.1.1.1.1.1.1.1.1.1.1.1.Base Volume Adjustment Factor
125131192338Base Volume Input [veh/h]
Be RdBe RdA StA StName
Volumes
3Central Coast Transportation Consulting
Scenario 3: 3 EX +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

20.020.020.020.020.020.020.020.020.020.020.020.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
YesNoYesNoNoNoNoNoMinimum Recall

3.83.84.43.83.84.43.93.94.13.93.94.1l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 151502020000029290Pedestrian Clearance [s]
440440000440Walk [s]

4.04.02.04.04.02.02.02.02.02.02.02.0Vehicle Extension [s] 565627565627363627363627Split [s]

1.01.02.01.01.02.01.51.52.01.51.52.0All red [s]

4.84.84.44.84.84.44.44.44.14.44.44.1Amber [s]
505020505020303020303020Maximum Green [s]
1010710107887887Minimum Green [s]
--Lea--Lea--Lea--LeaLead / Lag
Auxiliary Signal Groups
661225447883Signal Group
PerPerProtPerPerProtPerPerProtPerPerProtControl Type
Phasing & Timing

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
145Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4Central Coast Transportation Consulting
Scenario 3: 3 EX +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

6.22161.52.570.1250.78.1182.6215.9639.6264.8695th-Percentile Queue Length [ft/ln]

0.256.452.102.8110.03.127.300.641.582.5995th-Percentile Queue Length [veh/ln]

3.4689.529.238.9150.43.3101.468.8722.0136.0350th-Percentile Queue Length [ft/ln]

0.143.581.171.566.011.744.060.350.881.4450th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoYesNoNoYesCritical Lane Group
BCCBCCCCCCLane Group LOS

18.122.831.619.727.332.629.0933.5020.4531.91d, Delay for Lane Group [s/veh]

0.030.580.570.320.820.730.860.370.190.64X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.041.531.430.624.612.462.611.390.091.76d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.150.150.040.150.150.040.040.040.040.04k, delay calibration

18.121.330.219.122.730.126.4932.1120.3730.14d1, Uniform Delay [s] 41348613442250715431560394145c, Capacity [veh/h]
1511781691481781691612169516071695s, saturation flow rate [veh/h]

0.010.160.050.090.230.070.170.010.050.05(v / s)_i Volume / Saturation Flow Rate

0.270.270.080.280.280.090.190.040.240.09g / C, Green / Cycle 1919519196132176g_i, Effective Green Time [s]

3.803.804.403.803.804.403.904.103.904.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.805.806.405.805.806.405.906.105.906.10L, Total Lost Time per Cycle [s] 68686868686868686868C, Cycle Length [s]
RCLRCLCLCLLane Group
Lane Group Calculations
5Central Coast Transportation Consulting
Scenario 3: 3 EX +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 31.9 20.4 20.4 33.5 29.0 29.0 32.6 27.3 19.7 31.6 22.8 18.1 Movement LOS C C C C C C C C B C C B
d_A, Approach Delay [s/veh] 26.76 29.43 26.66 24.55
Approach LOS C C C C
d_I, Intersection Delay [s/veh] 26.69
Intersection LOS C
Intersection V/C 0.500
Other Modes
g_Walk,mi, Effective Walk Time [s] 8.0 8.0 30.1 8.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 26.45 26.45 10.55 26.45
I_p,int, Pedestrian LOS Score for Intersection 2.142 2.125 2.519 2.429 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 886 886 1477 1477 d_b, Bicycle Delay [s] 10.56 10.55 2.32 2.32
I_b,int, Bicycle LOS Score for Intersection 1.838 2.040 2.652 2.170 Bicycle LOS A B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
6Central Coast Transportation Consulting
Scenario 3: 3 EX +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.025Volume to Capacity (v/c):

BLevel Of Service:

13.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: A St/McCoy Ln
Intersection Level Of Service Report
NoYesYesYesCrosswalk

0.000.000.000.00Grade [%]

35.0030.0040.0040.00Speed [mph]

0.000.000.000.000.000.00700.0.000.000.000.000.00Exit Pocket Length [ft] 000000100000No. of Lanes in Exit Pocket
100.100.100.100.100.100.100.100.150.85.0100.100.Entry Pocket Length [ft] 100000001100No. of Lanes in Entry Pocket

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
McCoy LnA StA StName
Intersection Setup
0002Pedestrian Volume [ped/h]
812204126197Total Analysis Volume [veh/h]
237101451322Total 15-Minute Volume [veh/h]

1.1.1.1.1.1.1.1.1.1.1.1.Other Adjustment Factor

0.0.0.0.0.0.0.0.0.0.0.0.Peak Hour Factor
692203115186Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
003000030190Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.1.1.1.1.1.1.1.1.1.1.1.Growth Factor

7.7.7.7.7.7.7.7.7.7.7.7.Heavy Vehicles Percentage [%]

1.1.1.1.1.1.1.1.1.1.1.1.Base Volume Adjustment Factor
692203115976Base Volume Input [veh/h]
Mc LnA StA StName
Volumes
7Central Coast Transportation Consulting
Scenario 3: 3 EX +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
BIntersection LOS

3.49d_I, Intersection Delay [s/veh]
BBAAApproach LOS

10.2711.961.770.47d_A, Approach Delay [s/veh]

8.848.844.170.870.870.870.000.003.760.000.200.4195th-Percentile Queue Length [ft/ln]

0.350.350.170.030.030.030.000.000.150.000.010.0295th-Percentile Queue Length [veh/ln] ABBABBAAAAAAMovement LOS

9.1513.512.19.0913.113.40.000.007.620.000.007.78d_M, Delay for Movement [s/veh]

0.080.020.050.000.000.010.000.000.050.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
8Central Coast Transportation Consulting
Scenario 3: 3 EX +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.479Volume to Capacity (v/c):

BLevel Of Service:

19.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Skyway Dr/Fairway Dr
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

40.0040.0055.0055.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Fairway DrSkyway DrSkyway DrName
Intersection Setup
9Central Coast Transportation Consulting
Scenario 3: 3 EX +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0102Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0101v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 1010v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0100v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0001v_do, Outbound Pedestrian Volume crossing major street [ped/h] 000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NNNNNNNNPresence of On-Street Parking
361111271151Total Analysis Volume [veh/h]
110332512414Total 15-Minute Volume [veh/h]

1.1.1.1.1.1.1.1.1.1.1.1.Other Adjustment Factor

0.0.0.0.0.0.0.0.0.0.0.0.Peak Hour Factor
351119168151Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000403800001Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.1.1.1.1.1.1.1.1.1.1.1.Growth Factor

5.5.5.5.5.5.5.5.5.5.5.5.Heavy Vehicles Percentage [%]

1.1.1.1.1.1.1.1.1.1.1.1.Base Volume Adjustment Factor
351119168151Base Volume Input [veh/h]
Fa DrSk DrSk DrName
Volumes
10Central Coast Transportation Consulting
Scenario 3: 3 EX +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 100.100.100.0.00.00.00.00.00.0100.100.100.Detector Location [ft] NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoYesNoYesNoMinimum Recall

3.43.43.43.43.43.44.54.54.84.54.54.8l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 2626262626261717019190Pedestrian Clearance [s]
777777770770Walk [s]

4.04.04.04.04.04.04.04.02.04.04.02.0Vehicle Extension [s] 565656565656575737575737Split [s]

1.01.01.01.01.01.01.01.02.01.01.02.0All red [s]

4.44.44.44.44.44.45.55.54.85.55.54.8Amber [s]
505050505050505030505030Maximum Green [s]
8888881010710107Minimum Green [s]
--Lea--Lea--Lea--LeaLead / Lag
Auxiliary Signal Groups
888444661225Signal Group
PerPerPerPerPerPerPerPerProtPerPerProtControl Type
Phasing & Timing

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
149Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
11Central Coast Transportation Consulting
Scenario 3: 3 EX +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

21.630.5784.6962.21200.211.54.2100.101.103.95th-Percentile Queue Length [ft/ln]

0.870.023.392.498.008.462.174.024.054.1595th-Percentile Queue Length [veh/ln]

12.020.3247.0534.56112.121.30.155.856.257.650th-Percentile Queue Length [ft/ln]

0.480.011.881.384.524.851.212.232.252.3050th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoNoNoNoYesCritical Lane Group
CCCCBBCBBCLane Group LOS

20.0025.7323.3425.1519.819.526.613.513.526.7d, Delay for Lane Group [s/veh]

0.150.010.530.370.760.760.600.420.420.80X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.320.012.051.082.952.711.280.570.572.31d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.150.150.150.150.150.150.040.150.150.04k, delay calibration

19.6925.7221.2824.0716.816.825.312.912.924.4d1, Uniform Delay [s] 304199298298590641168708715240c, Capacity [veh/h]
1583119915511328168182173180182173s, saturation flow rate [veh/h]

0.030.000.100.080.270.270.060.170.170.11(v / s)_i Volume / Saturation Flow Rate

0.190.190.190.190.350.350.100.390.390.14g / C, Green / Cycle 111111112121623238g_i, Effective Green Time [s]

3.403.403.403.404.504.504.804.504.504.80l2, Clearance Lost Time [s]

0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.405.405.405.406.506.506.806.506.506.80L, Total Lost Time per Cycle [s] 59595959595959595959C, Cycle Length [s]
CLCLCCLCCLLane Group
Lane Group Calculations
12Central Coast Transportation Consulting
Scenario 3: 3 EX +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 26.7 13.5 13.5 26.6 19.6 19.8 25.1 23.3 23.3 25.7 20.0 20.0 Movement LOS C B B C B B C C C C C C
d_A, Approach Delay [s/veh] 16.74 20.36 24.08 20.13
Approach LOS B C C C
d_I, Intersection Delay [s/veh] 19.48
Intersection LOS B
Intersection V/C 0.479
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 19.34 19.34 19.34 19.34
I_p,int, Pedestrian LOS Score for Intersection 2.871 3.115 2.211 1.993 Crosswalk LOS C C B A
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1723 1723 1727 1727 d_b, Bicycle Delay [s] 0.56 0.56 0.55 0.55
I_b,int, Bicycle LOS Score for Intersection 2.215 2.418 2.000 1.636 Bicycle LOS B B B A
----------------Ring 4
----------------Ring 3
-------------865Ring 2
-------------421Ring 1
Sequence
13Central Coast Transportation Consulting
Scenario 3: 3 EX +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Turning Movement Volume: Summary
8/10/2023Report File: G:\...\2023_08 EX +P AM (updated timings).pdf Scenario 3 EX +P AMVistro File: G:\...\2023_06_Base Scenario.vistro Santa Maria A Street Industrial
1888
Total
Volume
34 Right
5 Thru
1 Left
Westbound
126
Right
12 Thru
97 Left
Eastbound
190
Right
636
Thru
89 Left
Southbound
13 Right
517
Thru
168
Left
Northbound
Skyway Dr/Fairway Dr3
Intersection NameID
457
Total
Volume
68 Right
9 Thru
24 Left
Westbound
2 Right
0 Thru
3 Left
Eastbound
12 Right
182
Thru
59 Left
Southbound
10 Right
82 Thru
6 Left
Northbound
A St/McCoy Ln2
Intersection NameID
1359
Total
Volume
12 Right
255
Thru
70 Left
Westbound
124
Right
377
Thru
102
Left
Eastbound
145
Right
100
Thru
20 Left
Southbound
36 Right
33 Thru
85 Left
Northbound
Betteravia Road/A Street1
Intersection NameID
14Central Coast Transportation Consulting
Scenario 3: 3 EX +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Traffic Volume - Base Volume
Skyway Dr/Fairway Dr
A St/McCoy Ln
Betteravia Road/A Street
15Central Coast Transportation Consulting
Scenario 3: 3 EX +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Traffic Volume - Net New Site Trips
Skyway Dr/Fairway Dr
A St/McCoy Ln
Betteravia Road/A Street
16Central Coast Transportation Consulting
Scenario 3: 3 EX +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Traffic Volume - Future Total Volume
Skyway Dr/Fairway Dr
A St/McCoy Ln
Betteravia Road/A Street
17Central Coast Transportation Consulting
Scenario 3: 3 EX +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Intersection Analysis Summary
8/10/2023Report File: G:\...\2023_08 EX +P PM (updated timings).pdf Scenario 4 EX +P PMVistro File: G:\...\2023_06_Base Scenario.vistro Santa Maria A Street Industrial
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

C23.10.425NB LeftHCM 6th
EditionSignalizedSkyway Dr/Fairway Dr3
B14.30.005WB ThruHCM 6th
EditionTwo-way stopA St/McCoy Ln2
C31.20.588SB LeftHCM 6th
EditionSignalizedBetteravia Road/A Street1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID 1Central Coast Transportation Consulting
Scenario 4: 4 EX +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.588Volume to Capacity (v/c):

CLevel Of Service:

31.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

SignalizedControl Type:

Intersection 1: Betteravia Road/A Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
YesYesYesYesCurb Present

0.000.000.000.00Grade [%]

45.0045.0040.0040.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Betteravia RdBetteravia RdA StA StName
Intersection Setup
2Central Coast Transportation Consulting
Scenario 4: 4 EX +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0100Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0030v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 3000v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0002v_di, Inbound Pedestrian Volume crossing major street [ped/h] 2000v_do, Outbound Pedestrian Volume crossing major street [ped/h] 000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NNNNNNNNPresence of On-Street Parking
235152142691Total Analysis Volume [veh/h]
791316417123Total 15-Minute Volume [veh/h]

1.1.1.1.1.1.1.1.1.1.1.1.Other Adjustment Factor

0.0.0.0.0.0.0.0.0.0.0.0.Peak Hour Factor
234152142591Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
008300010127Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.1.1.1.1.1.1.1.1.1.1.1.Growth Factor

8.8.8.8.8.8.8.8.8.8.8.8.Heavy Vehicles Percentage [%]

1.1.1.1.1.1.1.1.1.1.1.1.Base Volume Adjustment Factor
233152142481Base Volume Input [veh/h]
Be RdBe RdA StA StName
Volumes
3Central Coast Transportation Consulting
Scenario 4: 4 EX +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

20.020.020.020.020.020.020.020.020.020.020.020.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
YesNoYesNoNoNoNoNoMinimum Recall

3.83.84.43.83.84.43.93.94.13.93.94.1l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 151502020000029290Pedestrian Clearance [s]
440440000440Walk [s]

4.04.02.04.04.02.02.02.02.02.02.02.0Vehicle Extension [s] 565627565627363627363627Split [s]

1.01.02.01.01.02.01.51.52.01.51.52.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
145Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4Central Coast Transportation Consulting
Scenario 4: 4 EX +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

16.9287.41.874.3382.213.180.1624.99111.98111.7195th-Percentile Queue Length [ft/ln]

0.6811.41.672.9815.28.557.211.004.484.4795th-Percentile Queue Length [veh/ln]

9.43177.23.241.3252.122.100.0913.8862.2162.0650th-Percentile Queue Length [ft/ln]

0.387.110.931.6510.04.914.000.562.492.4850th-Percentile Queue Length [veh/ln] NoYesNoNoNoYesYesNoNoYesCritical Lane Group
CCDBCDDDCDLane Group LOS

22.333.637.917.228.235.635.7738.7327.5738.73d, Delay for Lane Group [s/veh]

0.070.840.500.250.880.870.850.410.440.80X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.115.691.430.335.313.813.151.400.323.35d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.150.150.040.150.150.050.040.040.040.04k, delay calibration

22.227.936.416.822.931.832.6237.3327.2535.39d1, Uniform Delay [s] 39346510056568030525171357162c, Capacity [veh/h]
1501781691481781691562169516611695s, saturation flow rate [veh/h]

0.020.220.030.100.330.160.140.020.100.08(v / s)_i Volume / Saturation Flow Rate

0.260.260.060.380.380.180.160.040.210.10g / C, Green / Cycle 21215303014133178g_i, Effective Green Time [s]

3.803.804.403.803.804.403.904.103.904.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.805.806.405.805.806.405.906.105.906.10L, Total Lost Time per Cycle [s] 80808080808080808080C, Cycle Length [s]
RCLRCLCLCLLane Group
Lane Group Calculations
5Central Coast Transportation Consulting
Scenario 4: 4 EX +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 38.7 27.5 27.5 38.7 35.7 35.7 35.6 28.2 17.2 37.9 33.6 22.3 Movement LOS D C C D D D D C B D C C
d_A, Approach Delay [s/veh] 32.59 36.12 28.66 33.40
Approach LOS C D C C
d_I, Intersection Delay [s/veh] 31.23
Intersection LOS C
Intersection V/C 0.588
Other Modes
g_Walk,mi, Effective Walk Time [s] 8.0 8.0 30.1 8.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 3733.67 d_p, Pedestrian Delay [s] 32.28 32.28 15.46 32.28
I_p,int, Pedestrian LOS Score for Intersection 2.164 2.211 2.716 2.550 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 755 755 1259 1259 d_b, Bicycle Delay [s] 15.46 15.46 5.48 5.48
I_b,int, Bicycle LOS Score for Intersection 2.033 1.961 3.216 2.330 Bicycle LOS B A C B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
6Central Coast Transportation Consulting
Scenario 4: 4 EX +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.005Volume to Capacity (v/c):

BLevel Of Service:

14.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: A St/McCoy Ln
Intersection Level Of Service Report
NoYesYesYesCrosswalk

0.000.000.000.00Grade [%]

35.0030.0040.0040.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
McCoy LnA StA StName
Intersection Setup
0010Pedestrian Volume [ped/h]
121873211214Total Analysis Volume [veh/h]
213221132531Total 15-Minute Volume [veh/h]

1.1.1.1.1.1.1.1.1.1.1.1.Other Adjustment Factor

0.0.0.0.0.0.0.0.0.0.0.0.Peak Hour Factor
121763219114Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
001000010220Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.1.1.1.1.1.1.1.1.1.1.1.Growth Factor

8.8.8.8.8.8.8.8.8.8.8.8.Heavy Vehicles Percentage [%]

1.1.1.1.1.1.1.1.1.1.1.1.Base Volume Adjustment Factor
121763219194Base Volume Input [veh/h]
Mc LnA StA StName
Volumes
7Central Coast Transportation Consulting
Scenario 4: 4 EX +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
BIntersection LOS

4.14d_I, Intersection Delay [s/veh]
ABAAApproach LOS

9.8511.823.300.19d_A, Approach Delay [s/veh]

10.310.32.272.562.562.560.000.006.310.000.110.2295th-Percentile Queue Length [ft/ln]

0.410.410.090.100.100.100.000.000.250.000.000.0195th-Percentile Queue Length [veh/ln] ABBABBAAAAAAMovement LOS

9.3514.213.49.0014.014.10.000.007.830.000.007.60d_M, Delay for Movement [s/veh]

0.120.000.030.010.020.010.000.000.080.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
8Central Coast Transportation Consulting
Scenario 4: 4 EX +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.425Volume to Capacity (v/c):

CLevel Of Service:

23.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Skyway Dr/Fairway Dr
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

40.0040.0055.0055.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Fairway DrSkyway DrSkyway DrName
Intersection Setup
9Central Coast Transportation Consulting
Scenario 4: 4 EX +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
1001Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 0000v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 010010v_di, Inbound Pedestrian Volume crossing major street [ped/h] 010010v_do, Outbound Pedestrian Volume crossing major street [ped/h] 000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NNNNNNNNPresence of On-Street Parking
111111864681Total Analysis Volume [veh/h]
445444211122Total 15-Minute Volume [veh/h]

1.1.1.1.1.1.1.1.1.1.1.1.Other Adjustment Factor

0.0.0.0.0.0.0.0.0.0.0.0.Peak Hour Factor
111111754569Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000107300006Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.1.1.1.1.1.1.1.1.1.1.1.Growth Factor

4.4.4.4.4.4.4.4.4.4.4.4.Heavy Vehicles Percentage [%]

1.1.1.1.1.1.1.1.1.1.1.1.Base Volume Adjustment Factor
111111754569Base Volume Input [veh/h]
Fa DrSk DrSk DrName
Volumes
10Central Coast Transportation Consulting
Scenario 4: 4 EX +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

3.43.43.43.43.43.44.54.54.84.54.54.8l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 2626262626261717019190Pedestrian Clearance [s]
777777770770Walk [s]

4.04.04.04.04.04.04.04.02.04.04.02.0Vehicle Extension [s] 565656565656575737575737Split [s]

1.01.01.01.01.01.01.01.02.01.01.02.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
149Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
11Central Coast Transportation Consulting
Scenario 4: 4 EX +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

88.039.8584.83101.79214.220.30.5215.215.73.795th-Percentile Queue Length [ft/ln]

3.520.393.394.078.598.831.228.618.622.9595th-Percentile Queue Length [veh/ln]

48.905.4747.1356.55123.127.16.9123.124.40.950th-Percentile Queue Length [ft/ln]

1.960.221.892.264.945.120.684.954.971.6450th-Percentile Queue Length [veh/ln] NoNoNoYesYesNoNoNoNoYesCritical Lane Group
BCBCCCCCCCLane Group LOS

16.9720.4016.8824.7525.024.930.822.322.331.0d, Delay for Lane Group [s/veh]

0.360.050.340.460.760.760.440.720.720.70X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.580.080.551.263.463.321.022.392.382.02d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.150.150.150.150.150.150.040.150.150.04k, delay calibration

16.4020.3216.3323.4821.521.529.719.919.928.9d1, Uniform Delay [s] 529368528366502523110578580164c, Capacity [veh/h]
1563116915601176176184175183184175s, saturation flow rate [veh/h]

0.120.020.120.140.220.220.030.230.230.07(v / s)_i Volume / Saturation Flow Rate

0.340.340.340.340.280.280.060.310.310.09g / C, Green / Cycle 222222221919421216g_i, Effective Green Time [s]

3.403.403.403.404.504.504.804.504.504.80l2, Clearance Lost Time [s]

0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.405.405.405.406.506.506.806.506.506.80L, Total Lost Time per Cycle [s] 66666666666666666666C, Cycle Length [s]
CLCLCCLCCLLane Group
Lane Group Calculations
12Central Coast Transportation Consulting
Scenario 4: 4 EX +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 31.0 22.3 22.3 30.8 24.9 25.0 24.7 16.8 16.8 20.4 16.9 16.9 Movement LOS C C C C C C C B B C B B
d_A, Approach Delay [s/veh] 23.43 25.32 20.64 17.29
Approach LOS C C C B
d_I, Intersection Delay [s/veh] 23.14
Intersection LOS C
Intersection V/C 0.425
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 22.86 22.86 22.86 22.86
I_p,int, Pedestrian LOS Score for Intersection 2.962 3.268 2.168 2.043 Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1533 1533 1536 1536 d_b, Bicycle Delay [s] 1.80 1.80 1.77 1.77
I_b,int, Bicycle LOS Score for Intersection 2.340 2.245 2.135 1.901 Bicycle LOS B B B A
----------------Ring 4
----------------Ring 3
-------------865Ring 2
-------------421Ring 1
Sequence
13Central Coast Transportation Consulting
Scenario 4: 4 EX +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Turning Movement Volume: Summary
8/10/2023Report File: G:\...\2023_08 EX +P PM (updated timings).pdf Scenario 4 EX +P PMVistro File: G:\...\2023_06_Base Scenario.vistro Santa Maria A Street Industrial
1960
Total
Volume
146
Right
12 Thru
16 Left
Westbound
139
Right
14 Thru
140
Left
Eastbound
74 Right
584
Thru
40 Left
Southbound
5 Right
693
Thru
97 Left
Northbound
Skyway Dr/Fairway Dr3
Intersection NameID
512
Total
Volume
101
Right
2 Thru
12 Left
Westbound
7 Right
6 Thru
3 Left
Eastbound
2 Right
133
Thru
98 Left
Southbound
19 Right
125
Thru
4 Left
Northbound
A St/McCoy Ln2
Intersection NameID
1879
Total
Volume
26 Right
366
Thru
47 Left
Westbound
134
Right
560
Thru
249
Left
Eastbound
159
Right
42 Thru
27 Left
Southbound
58 Right
90 Thru
121
Left
Northbound
Betteravia Road/A Street1
Intersection NameID
14Central Coast Transportation Consulting
Scenario 4: 4 EX +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Turning Movement Volume: Detail
8/10/2023Report File: G:\...\2023_08 EX +P PM (updated timings).pdf Scenario 4 EX +P PMVistro File: G:\...\2023_06_Base Scenario.vistro Santa Maria A Street Industrial
1960
0 28
0 -
1932
Total
Volume
146
0 0
0 1.00
146
Right
12 0
0 0

1.00 12
Thru
16 0
0 0

1.00 16
Left
Westbound
139
0 12
0 1.00
127
Right
14 0
0 0

1.00 14
Thru
140
0 7
0 1.00
133
Left
Eastbound
74 0
3 0

1.00 71
Right
584
0 0
0 1.00
584
Thru
40 0
0 0

1.00 40
Left
Southbound
5 0
0 0

1.00 5
Right
693
0 0
0 1.00
693
Thru
97 0
6 0

1.00 91
Left
Northbound
Future Total
Other
Net New Trips
In Process
Growth Factor
Final Base
Skyway
Dr/Fairway Dr3
Volume TypeIntersection
NameID
512
0 42
0 -
470
Total
Volume
101
0 0
0 1.00
101
Right
2 0
0 0

1.00 2
Thru
12 0
1 0

1.00 11
Left
Westbound
7 0
0 0

1.00 7
Right
6 0
0 0

1.00 6
Thru
3 0
0 0

1.00 3
Left
Eastbound
2 0
0 0

1.00 2
Right
133
0 12
0 1.00
121
Thru
98 0
0 0

1.00 98
Left
Southbound
19 0
2 0

1.00 17
Right
125
0 27
0 1.00
98 Thru
4 0
0 0

1.00 4
Left
Northbound
Future Total
Other
Net New Trips
In Process
Growth Factor
Final Base
A St/McCoy Ln2
Volume TypeIntersection
NameID
1879
0 39
0 -
1840
Total
Volume
26 0
0 0

1.00 26
Right
366
0 0
0 1.00
366
Thru
47 0
8 0

1.00 39
Left
Westbound
134
0 3
0 1.00
131
Right
560
0 0
0 1.00
560
Thru
249
0 0
0 1.00
249
Left
Eastbound
159
0 0
0 1.00
159
Right
42 0
1 0

1.00 41
Thru
27 0
0 0

1.00 27
Left
Southbound
58 0
18 0

1.00 40
Right
90 0
2 0

1.00 88
Thru
121
0 7
0 1.00
114
Left
Northbound
Future Total
Other
Net New Trips
In Process
Growth Factor
Final Base
Betteravia
Road/A Street1
Volume TypeIntersection
NameID
15Central Coast Transportation Consulting
Scenario 4: 4 EX +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Traffic Volume - Base Volume
Skyway Dr/Fairway Dr
A St/McCoy Ln
Betteravia Road/A Street
16Central Coast Transportation Consulting
Scenario 4: 4 EX +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Traffic Volume - Net New Site Trips
Skyway Dr/Fairway Dr
A St/McCoy Ln
Betteravia Road/A Street
17Central Coast Transportation Consulting
Scenario 4: 4 EX +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Traffic Volume - Future Total Volume
Skyway Dr/Fairway Dr
A St/McCoy Ln
Betteravia Road/A Street
18Central Coast Transportation Consulting
Scenario 4: 4 EX +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Intersection Analysis Summary
8/14/2023Report File: G:\...\2023_08 CM AM (updated timings).pdf Scenario 5 CM AMVistro File: G:\...\2023_06_Base Scenario.vistro Santa Maria A Street Industrial
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

C21.20.521SB LeftHCM 6th
EditionSignalizedSkyway Dr/Fairway Dr3
B13.60.025WB ThruHCM 6th
EditionTwo-way stopA St/McCoy Ln2
C32.20.594NB LeftHCM 6th
EditionSignalizedBetteravia Road/A Street1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID 1Central Coast Transportation Consulting
Scenario 5: 5 CM AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.594Volume to Capacity (v/c):

CLevel Of Service:

32.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

SignalizedControl Type:

Intersection 1: Betteravia Road/A Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
YesYesYesYesCurb Present

0.000.000.000.00Grade [%]

45.0045.0040.0040.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Betteravia RdBetteravia RdA StA StName
Intersection Setup
2Central Coast Transportation Consulting
Scenario 5: 5 CM AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0102Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0010v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 1000v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0000v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0000v_do, Outbound Pedestrian Volume crossing major street [ped/h] 000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
2232665152478130207141334343120Total Analysis Volume [veh/h] 58216381203352358111130Total 15-Minute Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Other Adjustment Factor

0.920.920.920.920.920.920.920.920.920.920.920.92Peak Hour Factor 2030060140440120190130304040110Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Growth Factor

8.008.008.008.008.008.008.008.008.008.008.008.00Heavy Vehicles Percentage [%]

1.001.001.001.001.001.001.001.001.001.001.001.00Base Volume Adjustment Factor 2030060140440120190130304040110Base Volume Input [veh/h] Betteravia RdBetteravia RdA StA StName
Volumes
3Central Coast Transportation Consulting
Scenario 5: 5 CM AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

20.020.020.020.020.020.020.020.020.020.020.020.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
YesNoYesNoNoNoNoNoMinimum Recall

3.83.84.43.83.84.43.93.94.13.93.94.1l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 151502020000029290Pedestrian Clearance [s]
440440000440Walk [s]

4.04.02.04.04.02.02.02.02.02.02.02.0Vehicle Extension [s] 565627565627363627363627Split [s]

1.01.02.01.01.02.01.51.52.01.51.52.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
145Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4Central Coast Transportation Consulting
Scenario 5: 5 CM AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

13.3230.56.796.0342.115.277.0129.4453.97108.6295th-Percentile Queue Length [ft/ln]

0.539.232.273.8413.64.6311.081.182.164.3495th-Percentile Queue Length [veh/ln]

7.39135.31.553.3220.64.2170.0716.3629.9860.3550th-Percentile Queue Length [ft/ln]

0.305.421.262.138.822.576.800.651.202.4150th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoYesNoNoYesCritical Lane Group
CCDCCDDDCDLane Group LOS

21.628.039.322.232.240.035.5939.8522.5140.45d, Delay for Lane Group [s/veh]

0.050.650.580.330.860.800.900.430.190.79X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.071.991.780.585.533.405.061.410.073.54d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.150.150.040.150.150.040.060.040.040.04k, delay calibration

21.526.037.521.726.636.630.5338.4422.4436.92d1, Uniform Delay [s] 42750411246455716338577457151c, Capacity [veh/h]
1511781691481781691611169516151695s, saturation flow rate [veh/h]

0.010.180.040.100.270.080.220.020.050.07(v / s)_i Volume / Saturation Flow Rate

0.280.280.070.310.310.100.240.050.280.09g / C, Green / Cycle 2323526268204237g_i, Effective Green Time [s]

3.803.804.403.803.804.403.904.103.904.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.805.806.405.805.806.405.906.105.906.10L, Total Lost Time per Cycle [s] 83838383838383838383C, Cycle Length [s]
RCLRCLCLCLLane Group
Lane Group Calculations
5Central Coast Transportation Consulting
Scenario 5: 5 CM AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 40.4 22.5 22.5 39.8 35.5 35.5 40.0 32.2 22.2 39.3 28.0 21.6 Movement LOS D C C D D D D C C D C C
d_A, Approach Delay [s/veh] 32.96 35.96 31.56 29.46
Approach LOS C D C C
d_I, Intersection Delay [s/veh] 32.18
Intersection LOS C
Intersection V/C 0.594
Other Modes
g_Walk,mi, Effective Walk Time [s] 8.0 8.0 30.1 8.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 33.64 33.64 16.65 33.64
I_p,int, Pedestrian LOS Score for Intersection 2.183 2.188 2.618 2.483 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 730 730 1217 1217 d_b, Bicycle Delay [s] 16.66 16.65 6.33 6.33
I_b,int, Bicycle LOS Score for Intersection 1.900 2.188 2.814 2.241 Bicycle LOS A B C B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
6Central Coast Transportation Consulting
Scenario 5: 5 CM AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.025Volume to Capacity (v/c):

BLevel Of Service:

13.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: A St/McCoy Ln
Intersection Level Of Service Report
NoYesYesYesCrosswalk

0.000.000.000.00Grade [%]

35.0030.0040.0040.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
McCoy LnA StA StName
Intersection Setup
0000Pedestrian Volume [ped/h]
761133110112218576119811Total Analysis Volume [veh/h]
1938303546193243Total 15-Minute Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Other Adjustment Factor

0.920.920.920.920.920.920.920.920.920.920.920.92Peak Hour Factor 701030100102017070109010Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Growth Factor

7.007.007.007.007.007.007.007.007.007.007.007.00Heavy Vehicles Percentage [%]

1.001.001.001.001.001.001.001.001.001.001.001.00Base Volume Adjustment Factor 701030100102017070109010Base Volume Input [veh/h]
McCoy LnA StA StName
Volumes
7Central Coast Transportation Consulting
Scenario 5: 5 CM AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
BIntersection LOS

3.99d_I, Intersection Delay [s/veh]
BBAAApproach LOS

10.4711.362.050.71d_A, Approach Delay [s/veh]

8.508.505.142.912.912.910.000.004.160.000.310.6395th-Percentile Queue Length [ft/ln]

0.340.340.210.120.120.120.000.000.170.000.010.0395th-Percentile Queue Length [veh/ln] ABBABBAAAAAAMovement LOS

9.1313.612.59.1713.313.50.000.007.630.000.007.74d_M, Delay for Movement [s/veh]

0.080.020.060.010.000.030.000.000.050.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
8Central Coast Transportation Consulting
Scenario 5: 5 CM AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.521Volume to Capacity (v/c):

CLevel Of Service:

21.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Skyway Dr/Fairway Dr
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

40.0040.0055.0055.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Fairway DrSkyway DrSkyway DrName
Intersection Setup
9Central Coast Transportation Consulting
Scenario 5: 5 CM AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 0000v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0000v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0000v_do, Outbound Pedestrian Volume crossing major street [ped/h] 000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
5411111632212022879312022641196Total Analysis Volume [veh/h] 1433415305719830516049Total 15-Minute Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Other Adjustment Factor

0.920.920.920.920.920.920.920.920.920.920.920.92Peak Hour Factor 5010101502011021073011020590180Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Growth Factor

5.005.005.005.005.005.005.005.005.005.005.005.00Heavy Vehicles Percentage [%]

1.001.001.001.001.001.001.001.001.001.001.001.00Base Volume Adjustment Factor 5010101502011021073011020590180Base Volume Input [veh/h] Fairway DrSkyway DrSkyway DrName
Volumes
10Central Coast Transportation Consulting
Scenario 5: 5 CM AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

3.43.43.43.43.43.44.54.54.84.54.54.8l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 2626262626261717019190Pedestrian Clearance [s]
777777770770Walk [s]

4.04.04.04.04.04.04.04.02.04.04.02.0Vehicle Extension [s] 565656565656575737575737Split [s]

1.01.01.01.01.01.01.01.02.01.01.02.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
149Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
11Central Coast Transportation Consulting
Scenario 5: 5 CM AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

35.427.23113.4577.83239.252.76.0125.126.122.95th-Percentile Queue Length [ft/ln]

1.420.294.543.119.5810.13.045.015.074.8895th-Percentile Queue Length [veh/ln]

19.684.0263.0343.24141.151.42.269.670.467.750th-Percentile Queue Length [ft/ln]

0.790.162.521.735.676.071.692.792.822.7150th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoNoNoNoYesCritical Lane Group
CCCCCCCBBCLane Group LOS

21.9929.1025.7428.1421.421.130.714.214.229.5d, Delay for Lane Group [s/veh]

0.200.060.580.420.790.790.720.440.440.80X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.430.192.321.373.192.932.170.590.582.38d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.150.150.150.150.150.150.040.150.150.04k, delay calibration

21.5628.9123.4226.7718.218.228.513.713.727.1d1, Uniform Delay [s] 323183321288623674167746755244c, Capacity [veh/h]
1592117015791304168182173180182173s, saturation flow rate [veh/h]

0.040.010.120.090.290.290.070.180.180.11(v / s)_i Volume / Saturation Flow Rate

0.200.200.200.200.370.370.100.410.410.14g / C, Green / Cycle 131313132424627279g_i, Effective Green Time [s]

3.403.403.403.404.504.504.804.504.504.80l2, Clearance Lost Time [s]

0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.405.405.405.406.506.506.806.506.506.80L, Total Lost Time per Cycle [s] 65656565656565656565C, Cycle Length [s]
CLCLCCLCCLLane Group
Lane Group Calculations
12Central Coast Transportation Consulting
Scenario 5: 5 CM AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 29.5 14.2 14.2 30.7 21.2 21.4 28.1 25.7 25.7 29.1 21.9 21.9 Movement LOS C B B C C C C C C C C C
d_A, Approach Delay [s/veh] 17.76 22.30 26.68 23.02
Approach LOS B C C C
d_I, Intersection Delay [s/veh] 21.25
Intersection LOS C
Intersection V/C 0.521
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 22.48 22.48 22.48 22.48
I_p,int, Pedestrian LOS Score for Intersection 2.950 3.188 2.243 2.026 Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1551 1551 1554 1554 d_b, Bicycle Delay [s] 1.64 1.64 1.62 1.62
I_b,int, Bicycle LOS Score for Intersection 2.268 2.501 2.063 1.685 Bicycle LOS B B B A
----------------Ring 4
----------------Ring 3
-------------865Ring 2
-------------421Ring 1
Sequence
13Central Coast Transportation Consulting
Scenario 5: 5 CM AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Turning Movement Volume: Summary
8/14/2023Report File: G:\...\2023_08 CM AM (updated timings).pdf Scenario 5 CM AMVistro File: G:\...\2023_06_Base Scenario.vistro Santa Maria A Street Industrial
2190
Total
Volume
50 Right
10 Thru
10 Left
Westbound
150
Right
20 Thru
110
Left
Eastbound
210
Right
730
Thru
110
Left
Southbound
20 Right
590
Thru
180
Left
Northbound
Skyway Dr/Fairway Dr3
Intersection NameID
500
Total
Volume
70 Right
10 Thru
30 Left
Westbound
10 Right
0 Thru
10 Left
Eastbound
20 Right
170
Thru
70 Left
Southbound
10 Right
90 Thru
10 Left
Northbound
A St/McCoy Ln2
Intersection NameID
1620
Total
Volume
20 Right
300
Thru
60 Left
Westbound
140
Right
440
Thru
120
Left
Eastbound
190
Right
130
Thru
30 Left
Southbound
40 Right
40 Thru
110
Left
Northbound
Betteravia Road/A Street1
Intersection NameID
14Central Coast Transportation Consulting
Scenario 5: 5 CM AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Traffic Volume - Base Volume
Skyway Dr/Fairway Dr
A St/McCoy Ln
Betteravia Road/A Street
15Central Coast Transportation Consulting
Scenario 5: 5 CM AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Intersection Analysis Summary
8/14/2023Report File: G:\...\2023_08 CM PM (updated timings).pdf Scenario 6 CM PMVistro File: G:\...\2023_06_Base Scenario.vistro Santa Maria A Street Industrial
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

C25.20.462NB LeftHCM 6th
EditionSignalizedSkyway Dr/Fairway Dr3
C15.40.030EB LeftHCM 6th
EditionTwo-way stopA St/McCoy Ln2
D50.40.717EB LeftHCM 6th
EditionSignalizedBetteravia Road/A Street1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID 1Central Coast Transportation Consulting
Scenario 6: 6 CM PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.717Volume to Capacity (v/c):

DLevel Of Service:

50.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

SignalizedControl Type:

Intersection 1: Betteravia Road/A Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
YesYesYesYesCurb Present

0.000.000.000.00Grade [%]

45.0045.0040.0040.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Betteravia RdBetteravia RdA StA StName
Intersection Setup
2Central Coast Transportation Consulting
Scenario 6: 6 CM PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0100Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0011v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 1100v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0000v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0000v_do, Outbound Pedestrian Volume crossing major street [ped/h] 000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3245753170691309223644353117160Total Analysis Volume [veh/h] 8114134317377561611132940Total 15-Minute Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Other Adjustment Factor

0.940.940.940.940.940.940.940.940.940.940.940.94Peak Hour Factor 3043050160650290210604050110150Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Growth Factor

8.008.008.008.008.008.008.008.008.008.008.008.00Heavy Vehicles Percentage [%]

1.001.001.001.001.001.001.001.001.001.001.001.00Base Volume Adjustment Factor 3043050160650290210604050110150Base Volume Input [veh/h] Betteravia RdBetteravia RdA StA StName
Volumes
3Central Coast Transportation Consulting
Scenario 6: 6 CM PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

20.020.020.020.020.020.020.020.020.020.020.020.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
YesNoYesNoNoNoNoNoMinimum Recall

3.83.84.43.83.84.43.93.94.13.93.94.1l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 151502020000029290Pedestrian Clearance [s]
440440000440Walk [s]

4.04.02.04.04.02.02.02.02.02.02.02.0Vehicle Extension [s] 565627565627363627363627Split [s]

1.01.02.01.01.02.01.51.52.01.51.52.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
145Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4Central Coast Transportation Consulting
Scenario 6: 6 CM PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

27.3456.65.0125.662.431.328.7753.09162.99196.0095th-Percentile Queue Length [ft/ln]

1.0918.22.605.0026.517.213.152.126.527.8495th-Percentile Queue Length [veh/ln]

15.1311.36.169.4482.291.209.9529.5090.55110.0050th-Percentile Queue Length [ft/ln]

0.6112.41.452.7819.311.68.401.183.624.4050th-Percentile Queue Length [veh/ln] NoYesNoNoNoYesYesNoNoYesCritical Lane Group
CDDCDFDDCDLane Group LOS

28.746.853.521.446.486.754.6053.2933.1251.85d, Delay for Lane Group [s/veh]

0.070.900.610.280.931.000.910.540.380.85X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.109.122.560.3415.841.811.692.140.204.02d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.150.170.040.150.360.330.130.040.040.04k, delay calibration

28.637.750.921.030.544.842.9151.1532.9247.84d1, Uniform Delay [s] 4305078761674030931479448189c, Capacity [veh/h]
1511781691481781691565169516871695s, saturation flow rate [veh/h]

0.020.260.030.110.390.180.180.030.100.09(v / s)_i Volume / Saturation Flow Rate

0.280.280.050.420.420.180.200.050.270.11g / C, Green / Cycle 313164646202252912g_i, Effective Green Time [s]

3.803.804.403.803.804.403.904.103.904.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.805.806.405.805.806.405.906.105.906.10L, Total Lost Time per Cycle [s] 110110110110110110110110110110C, Cycle Length [s]
RCLRCLCLCLLane Group
Lane Group Calculations
5Central Coast Transportation Consulting
Scenario 6: 6 CM PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 51.8 33.1 33.1 53.2 54.6 54.6 86.7 46.4 21.4 53.5 46.8 28.7 Movement LOS D C C D D D F D C D D C
d_A, Approach Delay [s/veh] 42.20 54.43 53.43 46.44
Approach LOS D D D D
d_I, Intersection Delay [s/veh] 50.41
Intersection LOS D
Intersection V/C 0.717
Other Modes
g_Walk,mi, Effective Walk Time [s] 8.0 8.0 30.1 8.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 1578.72 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 47.08 47.08 28.82 47.08
I_p,int, Pedestrian LOS Score for Intersection 2.219 2.293 2.858 2.629 Crosswalk LOS B B C B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 549 549 916 916 d_b, Bicycle Delay [s] 28.82 28.82 16.09 16.08
I_b,int, Bicycle LOS Score for Intersection 2.104 2.104 3.490 2.454 Bicycle LOS B B C B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
6Central Coast Transportation Consulting
Scenario 6: 6 CM PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.030Volume to Capacity (v/c):

CLevel Of Service:

15.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: A St/McCoy Ln
Intersection Level Of Service Report
NoYesYesYesCrosswalk

0.000.000.000.00Grade [%]

35.0030.0040.0040.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
McCoy LnA StA StName
Intersection Setup
0000Pedestrian Volume [ped/h]
1201122111111111411202212011Total Analysis Volume [veh/h] 3035333335305303Total 15-Minute Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Other Adjustment Factor

0.920.920.920.920.920.920.920.920.920.920.920.92Peak Hour Factor 1101020101010101301102011010Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Growth Factor

8.008.008.008.008.008.008.008.008.008.008.008.00Heavy Vehicles Percentage [%]

1.001.001.001.001.001.001.001.001.001.001.001.00Base Volume Adjustment Factor 1101020101010101301102011010Base Volume Input [veh/h]
McCoy LnA StA StName
Volumes
7Central Coast Transportation Consulting
Scenario 6: 6 CM PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
CIntersection LOS

5.04d_I, Intersection Delay [s/veh]
BBAAApproach LOS

10.5913.213.450.55d_A, Approach Delay [s/veh]

13.513.54.215.625.625.620.000.007.040.000.300.6095th-Percentile Queue Length [ft/ln]

0.540.540.170.220.220.220.000.000.280.000.010.0295th-Percentile Queue Length [veh/ln] ABBABCAAAAAAMovement LOS

9.5214.914.29.3614.815.40.000.007.820.000.007.62d_M, Delay for Movement [s/veh]

0.130.030.050.010.030.030.000.000.090.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
8Central Coast Transportation Consulting
Scenario 6: 6 CM PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.462Volume to Capacity (v/c):

CLevel Of Service:

25.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Skyway Dr/Fairway Dr
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

40.0040.0055.0055.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Fairway DrSkyway DrSkyway DrName
Intersection Setup
9Central Coast Transportation Consulting
Scenario 6: 6 CM PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 0000v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0000v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0000v_do, Outbound Pedestrian Volume crossing major street [ped/h] 000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
239223316322174987285411870120Total Analysis Volume [veh/h] 6058415432418214321730Total 15-Minute Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Other Adjustment Factor

0.920.920.920.920.920.920.920.920.920.920.920.92Peak Hour Factor 220203015020160906705010800110Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Growth Factor

4.004.004.004.004.004.004.004.004.004.004.004.00Heavy Vehicles Percentage [%]

1.001.001.001.001.001.001.001.001.001.001.001.00Base Volume Adjustment Factor 220203015020160906705010800110Base Volume Input [veh/h] Fairway DrSkyway DrSkyway DrName
Volumes
10Central Coast Transportation Consulting
Scenario 6: 6 CM PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

3.43.43.43.43.43.44.54.54.84.54.54.8l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 2626262626261717019190Pedestrian Clearance [s]
777777770770Walk [s]

4.04.04.04.04.04.04.04.02.04.04.02.0Vehicle Extension [s] 565656565656575737575737Split [s]

1.01.01.01.01.01.01.01.02.01.01.02.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
149Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
11Central Coast Transportation Consulting
Scenario 6: 6 CM PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
138.8118.4792.36124.49244.251.38.2250.251.87.595th-Percentile Queue Length [ft/ln]

5.550.743.694.989.7710.01.5310.010.03.5095th-Percentile Queue Length [veh/ln]

77.1210.2651.3169.16145.150.21.2150.150.48.650th-Percentile Queue Length [ft/ln]

3.080.412.052.775.826.040.856.016.031.9550th-Percentile Queue Length [veh/ln] YesNoNoNoYesNoNoNoNoYesCritical Lane Group
BCBCCCCCCCLane Group LOS

18.5921.1217.2529.0527.026.833.524.924.834.9d, Delay for Lane Group [s/veh]

0.460.080.330.540.780.780.470.760.760.77X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.830.130.471.973.713.561.142.882.872.95d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.150.150.150.150.150.150.040.150.150.04k, delay calibration

17.7620.9916.7827.0823.223.232.422.022.031.9d1, Uniform Delay [s] 566391569324517539114581584156c, Capacity [veh/h]
1584117915921100176184175183184175s, saturation flow rate [veh/h]

0.160.030.120.160.230.230.030.240.240.07(v / s)_i Volume / Saturation Flow Rate

0.360.360.360.360.290.290.060.320.320.09g / C, Green / Cycle 262626262121523236g_i, Effective Green Time [s]

3.403.403.403.404.504.504.804.504.504.80l2, Clearance Lost Time [s]

0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.405.405.405.406.506.506.806.506.506.80L, Total Lost Time per Cycle [s] 72727272727272727272C, Cycle Length [s]
CLCLCCLCCLLane Group
Lane Group Calculations
12Central Coast Transportation Consulting
Scenario 6: 6 CM PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 34.9 24.8 24.9 33.5 26.9 27.0 29.0 17.2 17.2 21.1 18.5 18.5 Movement LOS C C C C C C C B B C B B
d_A, Approach Delay [s/veh] 26.09 27.33 22.97 18.88
Approach LOS C C C B
d_I, Intersection Delay [s/veh] 25.24
Intersection LOS C
Intersection V/C 0.462
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 25.68 25.68 25.68 25.68
I_p,int, Pedestrian LOS Score for Intersection 3.022 3.332 2.187 2.093 Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1409 1409 1412 1412 d_b, Bicycle Delay [s] 3.13 3.13 3.10 3.10
I_b,int, Bicycle LOS Score for Intersection 2.385 2.286 2.152 2.045 Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
-------------865Ring 2
-------------421Ring 1
Sequence
13Central Coast Transportation Consulting
Scenario 6: 6 CM PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Turning Movement Volume: Summary
8/14/2023Report File: G:\...\2023_08 CM PM (updated timings).pdf Scenario 6 CM PMVistro File: G:\...\2023_06_Base Scenario.vistro Santa Maria A Street Industrial
2330
Total
Volume
220
Right
20 Thru
30 Left
Westbound
150
Right
20 Thru
160
Left
Eastbound
90 Right
670
Thru
50 Left
Southbound
10 Right
800
Thru
110
Left
Northbound
Skyway Dr/Fairway Dr3
Intersection NameID
560
Total
Volume
110
Right
10 Thru
20 Left
Westbound
10 Right
10 Thru
10 Left
Eastbound
10 Right
130
Thru
110
Left
Southbound
20 Right
110
Thru
10 Left
Northbound
A St/McCoy Ln2
Intersection NameID
2230
Total
Volume
30 Right
430
Thru
50 Left
Westbound
160
Right
650
Thru
290
Left
Eastbound
210
Right
60 Thru
40 Left
Southbound
50 Right
110
Thru
150
Left
Northbound
Betteravia Road/A Street1
Intersection NameID
14Central Coast Transportation Consulting
Scenario 6: 6 CM PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Traffic Volume - Base Volume
Skyway Dr/Fairway Dr
A St/McCoy Ln
Betteravia Road/A Street
15Central Coast Transportation Consulting
Scenario 6: 6 CM PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Intersection Analysis Summary
8/14/2023Report File: G:\...\2023_08 CM+P AM (updated timings).pdf Scenario 7 CM +P AMVistro File: G:\...\2023_06_Base Scenario.vistro Santa Maria A Street Industrial
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

C21.90.535SB LeftHCM 6th
EditionSignalizedSkyway Dr/Fairway Dr3
B14.10.026WB ThruHCM 6th
EditionTwo-way stopA St/McCoy Ln2
C33.30.610NB LeftHCM 6th
EditionSignalizedBetteravia Road/A Street1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID 1Central Coast Transportation Consulting
Scenario 7: 7 CM +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.610Volume to Capacity (v/c):

CLevel Of Service:

33.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

SignalizedControl Type:

Intersection 1: Betteravia Road/A Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
YesYesYesYesCurb Present

0.000.000.000.00Grade [%]

45.0045.0040.0040.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Betteravia RdBetteravia RdA StA StName
Intersection Setup
2Central Coast Transportation Consulting
Scenario 7: 7 CM +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0100Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0011v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 1100v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0000v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0000v_do, Outbound Pedestrian Volume crossing major street [ped/h] 000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
2232686161478130207145335045123Total Analysis Volume [veh/h] 58221401203352368131131Total 15-Minute Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Other Adjustment Factor

0.920.920.920.920.920.920.920.920.920.920.920.92Peak Hour Factor 2030079148440120190133304641113Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Growth Factor

8.008.008.008.008.008.008.008.008.008.008.008.00Heavy Vehicles Percentage [%]

1.001.001.001.001.001.001.001.001.001.001.001.00Base Volume Adjustment Factor 2030079148440120190133304641113Base Volume Input [veh/h] Betteravia RdBetteravia RdA StA StName
Volumes
3Central Coast Transportation Consulting
Scenario 7: 7 CM +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

20.020.020.020.020.020.020.020.020.020.020.020.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
YesNoYesNoNoNoNoNoMinimum Recall

3.83.84.43.83.84.43.93.94.13.93.94.1l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 151502020000029290Pedestrian Clearance [s]
440440000440Walk [s]

4.04.02.04.04.02.02.02.02.02.02.02.0Vehicle Extension [s] 565627565627363627363627Split [s]

1.01.02.01.01.02.01.51.52.01.51.52.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
145Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4Central Coast Transportation Consulting
Scenario 7: 7 CM +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

13.6235.79.0106.352.119.292.3130.4561.70114.8895th-Percentile Queue Length [ft/ln]

0.559.413.164.2614.14.7811.691.222.474.6095th-Percentile Queue Length [veh/ln]

7.59138.43.859.1228.66.4181.7616.9134.2863.8250th-Percentile Queue Length [ft/ln]

0.305.541.762.369.152.667.270.681.372.5550th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoYesNoNoYesCritical Lane Group
CCDCCDDDCDLane Group LOS

21.928.241.423.133.141.137.9341.0423.0541.45d, Delay for Lane Group [s/veh]

0.050.640.710.350.860.800.910.430.200.80X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.071.862.820.645.643.466.551.450.083.54d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.150.150.040.150.150.040.080.040.040.04k, delay calibration

21.826.438.622.527.537.631.3739.5922.9737.91d1, Uniform Delay [s] 43551312246155616238876467154c, Capacity [veh/h]
1511781691471781691613169516291695s, saturation flow rate [veh/h]

0.010.180.050.110.270.080.220.020.060.07(v / s)_i Volume / Saturation Flow Rate

0.290.290.070.310.310.100.240.040.290.09g / C, Green / Cycle 2424626268204248g_i, Effective Green Time [s]

3.803.804.403.803.804.403.904.103.904.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.805.806.405.805.806.405.906.105.906.10L, Total Lost Time per Cycle [s] 85858585858585858585C, Cycle Length [s]
RCLRCLCLCLLane Group
Lane Group Calculations
5Central Coast Transportation Consulting
Scenario 7: 7 CM +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 41.4 23.0 23.0 41.0 37.9 37.9 41.1 33.1 23.1 41.4 28.2 21.9 Movement LOS D C C D D D D C C D C C
d_A, Approach Delay [s/veh] 33.43 38.20 32.42 30.56
Approach LOS C D C C
d_I, Intersection Delay [s/veh] 33.33
Intersection LOS C
Intersection V/C 0.610
Other Modes
g_Walk,mi, Effective Walk Time [s] 8.0 8.0 30.1 8.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 3421.52 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.83 34.83 17.69 34.83
I_p,int, Pedestrian LOS Score for Intersection 2.204 2.192 2.625 2.495 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 709 709 1182 1182 d_b, Bicycle Delay [s] 17.69 17.69 7.10 7.10
I_b,int, Bicycle LOS Score for Intersection 1.919 2.195 2.828 2.276 Bicycle LOS A B C B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
6Central Coast Transportation Consulting
Scenario 7: 7 CM +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.026Volume to Capacity (v/c):

BLevel Of Service:

14.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: A St/McCoy Ln
Intersection Level Of Service Report
NoYesYesYesCrosswalk

0.000.000.000.00Grade [%]

35.0030.0040.0040.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
McCoy LnA StA StName
Intersection Setup
0000Pedestrian Volume [ped/h]
7611361101122217761210811Total Analysis Volume [veh/h]
1939303554193273Total 15-Minute Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Other Adjustment Factor

0.920.920.920.920.920.920.920.920.920.920.920.92Peak Hour Factor 701033100102020070119910Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Growth Factor

7.007.007.007.007.007.007.007.007.007.007.007.00Heavy Vehicles Percentage [%]

1.001.001.001.001.001.001.001.001.001.001.001.00Base Volume Adjustment Factor 701033100102020070119910Base Volume Input [veh/h]
McCoy LnA StA StName
Volumes
7Central Coast Transportation Consulting
Scenario 7: 7 CM +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
BIntersection LOS

3.80d_I, Intersection Delay [s/veh]
BBAAApproach LOS

10.7211.711.850.66d_A, Approach Delay [s/veh]

8.698.695.923.073.073.070.000.004.210.000.320.6595th-Percentile Queue Length [ft/ln]

0.350.350.240.120.120.120.000.000.170.000.010.0395th-Percentile Queue Length [veh/ln] ABBABBAAAAAAMovement LOS

9.1914.112.99.2913.814.10.000.007.660.000.007.82d_M, Delay for Movement [s/veh]

0.080.030.070.010.000.030.000.000.050.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
8Central Coast Transportation Consulting
Scenario 7: 7 CM +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.535Volume to Capacity (v/c):

CLevel Of Service:

21.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Skyway Dr/Fairway Dr
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

40.0040.0055.0055.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Fairway DrSkyway DrSkyway DrName
Intersection Setup
9Central Coast Transportation Consulting
Scenario 7: 7 CM +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 0000v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0000v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0000v_do, Outbound Pedestrian Volume crossing major street [ped/h] 000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
5411111672212323779312022641211Total Analysis Volume [veh/h] 1433425315919830516053Total 15-Minute Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Other Adjustment Factor

0.920.920.920.920.920.920.920.920.920.920.920.92Peak Hour Factor 5010101542011321873011020590194Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Growth Factor

5.005.005.005.005.005.005.005.005.005.005.005.00Heavy Vehicles Percentage [%]

1.001.001.001.001.001.001.001.001.001.001.001.00Base Volume Adjustment Factor 5010101542011321873011020590194Base Volume Input [veh/h] Fairway DrSkyway DrSkyway DrName
Volumes
10Central Coast Transportation Consulting
Scenario 7: 7 CM +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

3.43.43.43.43.43.44.54.54.84.54.54.8l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 2626262626261717019190Pedestrian Clearance [s]
777777770770Walk [s]

4.04.04.04.04.04.04.04.02.04.04.02.0Vehicle Extension [s] 565656565656575737575737Split [s]

1.01.01.01.01.01.01.01.02.01.01.02.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
149Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
11Central Coast Transportation Consulting
Scenario 7: 7 CM +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

36.857.52120.9183.00251.265.80.0127.129.136.95th-Percentile Queue Length [ft/ln]

1.470.304.843.3210.010.63.205.115.175.4795th-Percentile Queue Length [veh/ln]

20.474.1867.1746.11150.161.44.471.071.875.950th-Percentile Queue Length [ft/ln]

0.820.172.691.846.036.461.782.842.873.0450th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoNoNoNoYesCritical Lane Group
CCCCCCCBBCLane Group LOS

22.6229.9826.5628.9522.322.032.214.214.230.3d, Delay for Lane Group [s/veh]

0.200.060.580.430.800.790.740.430.430.82X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.420.202.381.423.363.072.470.550.542.48d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.150.150.150.150.150.150.040.150.150.04k, delay calibration

22.1929.7824.1827.5318.918.929.713.613.627.8d1, Uniform Delay [s] 326182324289622674162765774257c, Capacity [veh/h]
1592116515791304168182173180182173s, saturation flow rate [veh/h]

0.040.010.120.090.290.290.070.180.180.12(v / s)_i Volume / Saturation Flow Rate

0.210.210.210.210.370.370.090.420.420.15g / C, Green / Cycle 1414141425256292910g_i, Effective Green Time [s]

3.403.403.403.404.504.504.804.504.504.80l2, Clearance Lost Time [s]

0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.405.405.405.406.506.506.806.506.506.80L, Total Lost Time per Cycle [s] 67676767676767676767C, Cycle Length [s]
CLCLCCLCCLLane Group
Lane Group Calculations
12Central Coast Transportation Consulting
Scenario 7: 7 CM +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 30.3 14.2 14.2 32.2 22.1 22.3 28.9 26.5 26.5 29.9 22.6 22.6 Movement LOS C B B C C C C C C C C C
d_A, Approach Delay [s/veh] 18.10 23.21 27.50 23.68
Approach LOS B C C C
d_I, Intersection Delay [s/veh] 21.93
Intersection LOS C
Intersection V/C 0.535
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 23.55 23.55 23.55 23.55
I_p,int, Pedestrian LOS Score for Intersection 2.959 3.198 2.258 2.028 Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1500 1500 1503 1503 d_b, Bicycle Delay [s] 2.10 2.10 2.07 2.07
I_b,int, Bicycle LOS Score for Intersection 2.281 2.508 2.074 1.685 Bicycle LOS B B B A
----------------Ring 4
----------------Ring 3
-------------865Ring 2
-------------421Ring 1
Sequence
13Central Coast Transportation Consulting
Scenario 7: 7 CM +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Turning Movement Volume: Summary
8/14/2023Report File: G:\...\2023_08 CM+P AM (updated timings).pdf Scenario 7 CM +P AMVistro File: G:\...\2023_06_Base Scenario.vistro Santa Maria A Street Industrial
2219
Total
Volume
50 Right
10 Thru
10 Left
Westbound
154
Right
20 Thru
113
Left
Eastbound
218
Right
730
Thru
110
Left
Southbound
20 Right
590
Thru
194
Left
Northbound
Skyway Dr/Fairway Dr3
Intersection NameID
543
Total
Volume
70 Right
10 Thru
33 Left
Westbound
10 Right
0 Thru
10 Left
Eastbound
20 Right
200
Thru
70 Left
Southbound
11 Right
99 Thru
10 Left
Northbound
A St/McCoy Ln2
Intersection NameID
1660
Total
Volume
20 Right
300
Thru
79 Left
Westbound
148
Right
440
Thru
120
Left
Eastbound
190
Right
133
Thru
30 Left
Southbound
46 Right
41 Thru
113
Left
Northbound
Betteravia Road/A Street1
Intersection NameID
14Central Coast Transportation Consulting
Scenario 7: 7 CM +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Traffic Volume - Base Volume
Skyway Dr/Fairway Dr
A St/McCoy Ln
Betteravia Road/A Street
15Central Coast Transportation Consulting
Scenario 7: 7 CM +P AMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Intersection Analysis Summary
8/14/2023Report File: G:\...\2023_08 CM+P PM (updated timings).pdf Scenario 8 CM +P PMVistro File: G:\...\2023_06_Base Scenario.vistro Santa Maria A Street Industrial
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

C25.80.467NB LeftHCM 6th
EditionSignalizedSkyway Dr/Fairway Dr3
C16.00.032EB LeftHCM 6th
EditionTwo-way stopA St/McCoy Ln2
D52.00.721EB LeftHCM 6th
EditionSignalizedBetteravia Road/A Street1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID 1Central Coast Transportation Consulting
Scenario 8: 8 CM +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.721Volume to Capacity (v/c):

DLevel Of Service:

52.0Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

SignalizedControl Type:

Intersection 1: Betteravia Road/A Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
YesYesYesYesCurb Present

0.000.000.000.00Grade [%]

45.0045.0040.0040.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Betteravia RdBetteravia RdA StA StName
Intersection Setup
2Central Coast Transportation Consulting
Scenario 8: 8 CM +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0100Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0011v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 1100v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0000v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0000v_do, Outbound Pedestrian Volume crossing major street [ped/h] 000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3245762173691309223654371119167Total Analysis Volume [veh/h] 8114154317377561611183042Total 15-Minute Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Other Adjustment Factor

0.940.940.940.940.940.940.940.940.940.940.940.94Peak Hour Factor 3043058163650290210614067112157Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Growth Factor

8.008.008.008.008.008.008.008.008.008.008.008.00Heavy Vehicles Percentage [%]

1.001.001.001.001.001.001.001.001.001.001.001.00Base Volume Adjustment Factor 3043058163650290210614067112157Base Volume Input [veh/h] Betteravia RdBetteravia RdA StA StName
Volumes
3Central Coast Transportation Consulting
Scenario 8: 8 CM +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

20.020.020.020.020.020.020.020.020.020.020.020.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
YesNoYesNoNoNoNoNoMinimum Recall

3.83.84.43.83.84.43.93.94.13.93.94.1l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 151502020000029290Pedestrian Clearance [s]
440440000440Walk [s]

4.04.02.04.04.02.02.02.02.02.02.02.0Vehicle Extension [s] 565627565627363627363627Split [s]

1.01.02.01.01.02.01.51.52.01.51.52.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
145Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
4Central Coast Transportation Consulting
Scenario 8: 8 CM +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

27.7461.78.1130.682.446.336.6054.04186.87205.3295th-Percentile Queue Length [ft/ln]

1.1118.43.125.2427.317.813.462.167.478.2195th-Percentile Queue Length [veh/ln]

15.4315.43.472.7499.300.216.0730.02103.81116.7250th-Percentile Queue Length [ft/ln]

0.6212.61.742.9119.912.08.641.204.154.6750th-Percentile Queue Length [veh/ln] NoYesNoNoNoYesYesNoNoYesCritical Lane Group
CDECDFEDCDLane Group LOS

29.046.955.022.048.592.556.2254.1733.7452.45d, Delay for Lane Group [s/veh]

0.070.890.680.280.941.020.920.550.420.85X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.108.863.310.3617.146.812.642.200.234.09d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.150.180.040.150.360.350.140.040.040.04k, delay calibration

28.938.051.721.631.345.743.5851.9733.5148.36d1, Uniform Delay [s] 4335119161173530431579451195c, Capacity [veh/h]
1511781691481781691566169516701695s, saturation flow rate [veh/h]

0.020.260.040.120.390.180.180.030.110.10(v / s)_i Volume / Saturation Flow Rate

0.290.290.050.410.410.180.200.050.270.12g / C, Green / Cycle 323264646202253013g_i, Effective Green Time [s]

3.803.804.403.803.804.403.904.103.904.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.805.806.405.805.806.405.906.105.906.10L, Total Lost Time per Cycle [s] 111111111111111111111111111111C, Cycle Length [s]
RCLRCLCLCLLane Group
Lane Group Calculations
5Central Coast Transportation Consulting
Scenario 8: 8 CM +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 52.4 33.7 33.7 54.1 56.2 56.2 92.5 48.5 22.0 55.0 46.9 29.0 Movement LOS D C C D E E F D C E D C
d_A, Approach Delay [s/veh] 42.49 55.95 56.22 46.82
Approach LOS D E E D
d_I, Intersection Delay [s/veh] 52.00
Intersection LOS D
Intersection V/C 0.721
Other Modes
g_Walk,mi, Effective Walk Time [s] 8.0 8.0 30.1 8.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 1422.78 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 47.91 47.91 29.60 47.91
I_p,int, Pedestrian LOS Score for Intersection 2.237 2.295 2.863 2.639 Crosswalk LOS B B C B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 541 541 902 902 d_b, Bicycle Delay [s] 29.60 29.60 16.76 16.75
I_b,int, Bicycle LOS Score for Intersection 2.149 2.106 3.495 2.469 Bicycle LOS B B C B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
6Central Coast Transportation Consulting
Scenario 8: 8 CM +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.032Volume to Capacity (v/c):

CLevel Of Service:

16.0Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: A St/McCoy Ln
Intersection Level Of Service Report
NoYesYesYesCrosswalk

0.000.000.000.00Grade [%]

35.0030.0040.0040.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
McCoy LnA StA StName
Intersection Setup
0000Pedestrian Volume [ped/h]
1201123111111111541202414811Total Analysis Volume [veh/h] 3036333339306373Total 15-Minute Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Other Adjustment Factor

0.920.920.920.920.920.920.920.920.920.920.920.92Peak Hour Factor 1101021101010101421102213610Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Growth Factor

8.008.008.008.008.008.008.008.008.008.008.008.00Heavy Vehicles Percentage [%]

1.001.001.001.001.001.001.001.001.001.001.001.00Base Volume Adjustment Factor 1101021101010101421102213610Base Volume Input [veh/h]
McCoy LnA StA StName
Volumes
7Central Coast Transportation Consulting
Scenario 8: 8 CM +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
CIntersection LOS

4.82d_I, Intersection Delay [s/veh]
BBAAApproach LOS

10.8613.653.330.46d_A, Approach Delay [s/veh]

13.913.94.715.925.925.920.000.007.250.000.300.6195th-Percentile Queue Length [ft/ln]

0.560.560.190.240.240.240.000.000.290.000.010.0295th-Percentile Queue Length [veh/ln] ACBACCAAAAAAMovement LOS

9.6615.514.89.4615.416.00.000.007.900.000.007.65d_M, Delay for Movement [s/veh]

0.130.030.060.010.030.030.000.000.090.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
8Central Coast Transportation Consulting
Scenario 8: 8 CM +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with

0.467Volume to Capacity (v/c):

CLevel Of Service:

25.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Skyway Dr/Fairway Dr
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

40.0040.0055.0055.00Speed [mph]

12.012.012.012.012.012.012.012.012.012.012.012.0Lane Width [ft] RighThruLeftRighThruLeftRighThruLeftRighThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Fairway DrSkyway DrSkyway DrName
Intersection Setup
9Central Coast Transportation Consulting
Scenario 8: 8 CM +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing minor street [ped/h] 0000v_co, Outbound Pedestrian Volume crossing minor street [ped/h] 0000v_di, Inbound Pedestrian Volume crossing major street [ped/h] 0000v_do, Outbound Pedestrian Volume crossing major street [ped/h] 000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
2392233176221821017285411870126Total Analysis Volume [veh/h] 6058445452518214321732Total 15-Minute Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Other Adjustment Factor

0.920.920.920.920.920.920.920.920.920.920.920.92Peak Hour Factor 220203016220167936705010800116Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Growth Factor

4.004.004.004.004.004.004.004.004.004.004.004.00Heavy Vehicles Percentage [%]

1.001.001.001.001.001.001.001.001.001.001.001.00Base Volume Adjustment Factor 220203016220167936705010800116Base Volume Input [veh/h] Fairway DrSkyway DrSkyway DrName
Volumes
10Central Coast Transportation Consulting
Scenario 8: 8 CM +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

3.43.43.43.43.43.44.54.54.84.54.54.8l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 2626262626261717019190Pedestrian Clearance [s]
777777770770Walk [s]

4.04.04.04.04.04.04.04.02.04.04.02.0Vehicle Extension [s] 565656565656575737575737Split [s]

1.01.01.01.01.01.01.01.02.01.01.02.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
149Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
11Central Coast Transportation Consulting
Scenario 8: 8 CM +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
142.2119.15102.37134.46253.261.39.6256.257.95.295th-Percentile Queue Length [ft/ln]

5.690.774.095.3810.110.41.5910.210.23.8195th-Percentile Queue Length [veh/ln]

79.0010.6456.8774.70151.157.22.0154.155.52.950th-Percentile Queue Length [ft/ln]

3.160.432.272.996.086.320.886.186.212.1250th-Percentile Queue Length [veh/ln] NoNoNoYesYesNoNoNoNoYesCritical Lane Group
BCBCCCCCCDLane Group LOS

18.7421.7517.6229.6627.927.734.525.225.235.8d, Delay for Lane Group [s/veh]

0.450.090.340.550.790.790.480.750.750.78X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.800.140.502.073.873.711.202.772.753.08d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.150.150.150.150.150.150.040.150.150.04k, delay calibration

17.9421.6217.1227.5924.024.033.322.422.432.7d1, Uniform Delay [s] 575384577329514537112586589162c, Capacity [veh/h]
1584116515901100176184175183184175s, saturation flow rate [veh/h]

0.160.030.120.170.230.230.030.240.240.07(v / s)_i Volume / Saturation Flow Rate

0.360.360.360.360.290.290.060.320.320.09g / C, Green / Cycle 272727272121524247g_i, Effective Green Time [s]

3.403.403.403.404.504.504.804.504.504.80l2, Clearance Lost Time [s]

0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.405.405.405.406.506.506.806.506.506.80L, Total Lost Time per Cycle [s] 74747474747474747474C, Cycle Length [s]
CLCLCCLCCLLane Group
Lane Group Calculations
12Central Coast Transportation Consulting
Scenario 8: 8 CM +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 35.8 25.2 25.2 34.5 27.8 27.9 29.6 17.6 17.6 21.7 18.7 18.7 Movement LOS D C C C C C C B B C B B
d_A, Approach Delay [s/veh] 26.55 28.26 23.39 19.08
Approach LOS C C C B
d_I, Intersection Delay [s/veh] 25.82
Intersection LOS C
Intersection V/C 0.467
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 26.67 26.67 26.67 26.67
I_p,int, Pedestrian LOS Score for Intersection 3.031 3.348 2.202 2.094 Crosswalk LOS C C B B
s_b, Saturation Flow Rate of the bicycle lane [bicycles/h] 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1370 1370 1373 1373 d_b, Bicycle Delay [s] 3.65 3.65 3.62 3.62
I_b,int, Bicycle LOS Score for Intersection 2.390 2.288 2.187 2.045 Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
-------------865Ring 2
-------------421Ring 1
Sequence
13Central Coast Transportation Consulting
Scenario 8: 8 CM +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Turning Movement Volume: Summary
8/14/2023Report File: G:\...\2023_08 CM+P PM (updated timings).pdf Scenario 8 CM +P PMVistro File: G:\...\2023_06_Base Scenario.vistro Santa Maria A Street Industrial
2358
Total
Volume
220
Right
20 Thru
30 Left
Westbound
162
Right
20 Thru
167
Left
Eastbound
93 Right
670
Thru
50 Left
Southbound
10 Right
800
Thru
116
Left
Northbound
Skyway Dr/Fairway Dr3
Intersection NameID
601
Total
Volume
110
Right
10 Thru
21 Left
Westbound
10 Right
10 Thru
10 Left
Eastbound
10 Right
142
Thru
110
Left
Southbound
22 Right
136
Thru
10 Left
Northbound
A St/McCoy Ln2
Intersection NameID
2268
Total
Volume
30 Right
430
Thru
58 Left
Westbound
163
Right
650
Thru
290
Left
Eastbound
210
Right
61 Thru
40 Left
Southbound
67 Right
112
Thru
157
Left
Northbound
Betteravia Road/A Street1
Intersection NameID
14Central Coast Transportation Consulting
Scenario 8: 8 CM +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
Traffic Volume - Base Volume
Skyway Dr/Fairway Dr
A St/McCoy Ln
Betteravia Road/A Street
15Central Coast Transportation Consulting
Scenario 8: 8 CM +P PMSanta Maria A Street Industrial
Version 2023 (SP 0-3)
Generated with
A
ugust 7, 2024
C
ody Graybehl Sent Via Email: [email protected] City of Santa Maria
Community Development Department
110 South Pine Street, #101
Santa Maria, California 93458
R
e: Santa Barbara County Air Pollution Control District Comments on the Draft Mitigated Negative Declaration for A Street and Fairway Drive General Plan Amendment and Rezone, GPZ2023-0001
D
ear Cody Graybehl:

Th
e Santa Barbara County Air Pollution Control District (District) has reviewed the Draft Mitigated Negative Declaration (MND) for the referenced project, which consists of the General Plan Land Use Map Amendment and Zone Change to change the land use designation on a 6.95-acre parcel from A-AS (Airport-Airport Service) and OS (Open Space) to LI (Light Industrial) and M-1 (Light Manufacturing). The MND assesses the conceptual development of a 100,000 square foot industrial or manufacturing development. No development project application has been submitted. The subject property is identified in the Assessor Parcel Map Book as APN 111-231-016 and is located at the corner of A Street and Fairway Drive in the City of Santa Maria.

D
istrict Staff have the following comments on the Draft MND:

1. T
rip Generation Rate Discrepancy: The motor vehicle trip emission estimates in Section 3, Air Quality and Section 8, Greenhouse Gas Emissions of the MND were calculated using the trip generation rate provided in the Air Quality and Greenhouse Gas Emissions Study and associated CalEEMod analysis (Appendix A). However, the assumptions used in the Air Q
uality and Greenhouse Gas Emissions Study are different than the trip generation rate provided in the Draft Transportation Impact Study (Appendix D). The Air Quality and Greenhouse Gas Emissions Study assumes the project would generate 174 vehicle trips per day; w
hile the Transportation Study identifies that the project would generate 579 vehicle trips per day. The trip rate difference appears to be related to the land use type that was assumed in each analysis, with the Air Quality and Greenhouse Gas Emissions Study assuming the project’s l
and use type as an “unrefrigerated warehouse no rail” land use and the Transportation Study assuming the project type as a “manufacturing” land use. Additionally, the Transportation Study is referencing trip generations rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual’s 11th Addition, while the trip generation rates built into CalEEMod refer to the 10th Edition. Note that Section 17, Transportation of the MND utilizes the trip generation rates from the Transportation Impact Study and the ITE Trip Generation Manual, 11th edition trip rates for manufacturing. We recommend that the air quality and greenhouse gas emission estimates included in the MND be revised based on the more conservative trip rate identified in the Transportation Impact Study.

Appendix E - Public Comments
District Comments on A Street and Fairway Drive General Plan Amendment and Rezone, GPZ2023-0001 August 7, 2024

Page 2 ends

2. Greenhouse Gas Discussion: Page 37 of the MND states that the purpose of the greenhouse gas emissions study is to estimate greenhouse gas emissions from the proposed project and “compare the estimate to the SBCAPCD greenhouse gas regulations.” The regulations discussed in the greenhouse gas study are not the District’s regulations, and as the document discusses, the District does not have a board-adopted greenhouse gas thresholds that would apply to this project type. Therefore, please revise the discussion to reference the accurate significance criteria used for this project which appears to be consistency with the 2022 Scoping Plan and SBCAG 2050 RTP/SCS.

If you or the project applicant have any questions regarding these comments, please feel free to contact me at (805) 979-8334 or via email at [email protected].

Sincerely,

Emily Waddington,
Air Quality Specialist
Planning Division

cc: Planning Chron File

RRM Design Group Responses to Comments on the Draft MND Santa Maria Airport Rezoning Project
1 Letter 1
COMMENTER: Santa Barbara County Air Pollution Control District (SBCAPCD) DATE: August 7, 2024
Response 1.1
In the comment letter provided on August 7, 2024, the Draft Transportation Impact Study noted that the project would generate 579 vehicle trips per day. However, the MND used trip generation rates from the CalEEMod analysis, which estimated 174 vehicle trips per day.

The trip generation rates and land use category in CalEEMod were adjusted to align with the findings of the Draft Transportation Impact Study, which reported 579 daily vehicle trips and uses the manufacturing land use category. Revisions in the MND are provided below (underline is added text, strikethrough is removed text).

2.1 Revisions to the Draft MND
Section 3 – Air Quality

Page 20 ends

Maximum Daily Emissions (pounds per day)
Emissions Source ROC NOX CO SO2 PM10 PM2.5
Area 3 <1 4 <1 <1 <1
Energy <1 1<1 1<1 <1 <1 <1
Mobile 21 21 144 <1 31 1<1
Total 54 31 198 <1 31 1<1
Threshold (area +
energy + mobile) 240 240 N/A N/A 80 N/A
Threshold Exceeded? No No N/A N/A No N/A
Threshold (mobile only) 25 25 N/A N/A N/A N/A
Threshold Exceeded? No No N/A N/A N/A N/A
ROC = reactive organic compounds, NOX = nitrogen oxides, CO = carbon monoxide, SO2 = sulfur dioxide, PM10 = particulate matter 10 microns in diameter or less, PM2.5 = particulate matter 2.5 microns or less in diameter; lbs/day = pounds per day Notes: All emissions modeling was completed using CalEEMod. See Appendix A for modeling results. Some numbers may not add up due to rounding. Emission data is pulled from “mitigated” results, which account for compliance with regulations (including SBCAPCD Rule 323.1) and project design features. Emissions presented are the highest of the winter and summer modeled emissions.

RRM Design Group Responses to Comments on the Draft MND Santa Maria Airport Rezoning Project

2 Section 8 – Greenhouse Gas Emissions

Page 38 ends

Table 8 summarizes combined annual GHG emissions generated by project construction and operation based on the CalEEMod output files in Appendix A. The combined annual GHG emissions from the project would be approximately 763 365 MT of CO2e per year .

Emission Source Annual Emissions (MT of CO2e per year)
Construction 17
Operational 746 348
Mobile 338 142
Area 1
Energy 337 149
Water 26
Waste 39 29
Refrigerant 4
Total Emissions 763 365
MT = metric tons; CO2e = carbon dioxide equivalents
Notes: Numbers may not add up due to rounding.

See Appendix A for modeling results.

Response 1.2
The commenter points out that page 37 of the MND indicates that the purpose of estimating greenhouse gas emissions is to compare emission estimates to SBCAPCD’s greenhouse gas regulations. However, the significance criteria for the project should be based on consistency with the 2022 Scoping Plan and SBCAG 2050 RTP/SCS.

In the MND, the impact of greenhouse gases was assessed based on the project's alignment with the 2022 Scoping Plan and SBCAG 2050 RTP/SCS. The statement "compare the estimate to the SBCAPCD greenhouse gas regulation" in the MND is an error. Revisions to the MND are as follows.

Section 8 – Greenhouse Gas Emissions

Page 37 ends

“…. The purpose of this analysis is to estimate estimating greenhouse gas emissions is for informational purposes. that would be emitted by the proposed project manufacturing or industrial project (up to 100,000 square feet of development) that would be enabled by the GPZ and compare the estimate to the SBCAPCD greenhouse gas regulations”.

RRM Design Group Responses to Comments on the Draft MND Santa Maria Airport Rezoning Project
3 This page intentionally left blank.

Gavin Newsom, Governor
David Shabazian, Director

State of California Natural Resources Agency | Department of Conservation Northern District
Orcutt Office and Mail: 195 S. Broadway, Suite 101, Orcutt, CA 93455 | T: (805) 937 -7246 | F: (805) 937 -0673 Sacramento Office and Mail: 715 P Street, MS 180 3, Sacramento, CA 95814 | T: (916) 322-1110 | F: (916) 445-3319 Ventura Office: 1000 S. Hill Road, Suite 116, Ventura, CA 93003 | T: (805) 937 -7246 | F: (805) 654-4765 Ventura Mail: 195 S. Broadway, Suite 101, Orcutt, CA 93455 conservation.ca.gov

August 6, 2024

VIA EMAIL

Mr. Cody Grahbehl
Community Development Department
City of Santa Maria
110 South Pine Street, #101
Santa Maria, CA 93458
[email protected]

Dear Mr. Graybehl:

A STREET AND FAIRWAY DRIVE GENERAL PLAN AMENDMENT AND REZONE GPZ2023-001

The California Geologic Energy Management Division (CalGEM) appreciates the opportunity to submit comments on the project referenced above (Project).

CalGEM’s authority is set forth in Division 3 of the Public Resources Code (PRC), and of the California Code of Regulations, title 14, (CCR). PRC section 3208.1 establishes well re-abandonment responsibility when a previously plugged and abandoned well may be impacted by planned property development or construction activities. Local permitting agencies, property owners, and/or developers should be aware of, and fully understand, that significant and potentially dangerous issues may be associated with development near oil, gas, or geothermal wells.

CalGEM has reviewed the Project. To assist local permitting agencies, property owners, and developers in making wise land use decisions regarding potential development near oil, gas, or geothermal wells, CalGEM provides the following information.

Our records indicate there are no oil, gas, or geothermal wells located in the proposed land use change area. For comment and well review for future development on parcels where wells are located, please contact CalGEM. Records and locations for oil, gas, and geothermal wells located in California are available online at https://www.conservation.ca.gov/calgem/Pages/WellFinder.aspx

CalGEM categorically advises against building over, or in any way impeding access to oil, gas, or geothermal wells. Access is considered the ability for a well servicing unit and associated necessary equipment to reach a well from a public street or access way, solely over the parcel on which the well is located. A well servicing unit, and any necessary equipment, should be able to pass unimpeded along and over the route, and should be able to access the well without disturbing the integrity of surrounding Docusign Envelope ID: 9298453C-15FA-4928-BA27-5D240971EEA4 Mr. Cody Graybehl
August 6, 2024

Page 2 of 4 ends

infrastructure. Items that can affect well access include, but are not limited to, buildings, housing, fencing, hardscape, landscape, trees, pools, patios, sidewalks, roadways, parking lots, waterways or channels, and decking. Impeding access to a well could result in the need to remove any structure or obstacle that prevents or impedes access.

There are no guarantees a well abandoned in compliance with current CalGEM requirements will not start leaking in the future. It always remains a possibility that any well may start to leak oil, gas, and/or water after abandonment, no matter how thoroughly the well was plugged and abandoned. CalGEM acknowledges wells plugged and abandoned to the most current standards have a lower probability of leaking in the future, however there is no guarantee that such abandonments will not leak.

CalGEM advises that all wells identified on development parcels prior to, or during, development activities be tested for liquid and gas leakage. Surveyed locations should be provided to CalGEM in Latitude and Longitude, NAD 83 decimal format. CalGEM expects any wells found leaking to be reported to it immediately.

PRC section 3208.1 gives CalGEM the authority to order or permit the re-abandonment of any well where it has reason to question the integrity of the previous abandonment, or if the well is not accessible or visible. Failure to plug and re- abandon a well may result in enforcement action, including an order to perform re-abandonment well work, pursuant to PRC section 3208.1, and 3224. Responsibility for re-abandonment costs may be affected by the choices made by the local permitting agency, property owner, and/or developer in considering the general advice set forth in this letter. The PRC continues to define the person or entity responsible for re-abandonment as:

1. The property owner - If the well was plugged and abandoned in conformance with CalGEM requirements at the time of plugging and abandonment, and in its current condition does not pose an immediate danger to life, health, and property, but requires additional work solely because the owner of the property on which the well is located proposes construction on the property that would prevent or impede access to the well for purposes of remedying a currently perceived future problem, then the owner of the property on which the well is located shall obtain all rights necessary to re-abandon the well and be responsible for the re-abandonment.

2. The person or entity causing construction over or near the well - If the well was plugged and abandoned in conformance with CalGEM requirements at the time of plugging and abandonment, and the property owner, developer, or local agency permitting the construction failed either to obtain an opinion from the supervisor or district deputy as to whether the previously abandoned well is required to be re-abandoned, or to follow the advice of the supervisor or district deputy not to undertake the construction, then the person or entity causing the Docusign Envelope ID: 9298453C-15FA-4928-BA27-5D240971EEA4 Mr. Cody Graybehl
August 6, 2024

Page 3 of 4 ends

construction over or near the well shall obtain all rights necessary to re-abandon the well and be responsible for the re-abandonment.

3. The party or parties responsible for disturbing the integrity of the abandonment - If the well was plugged and abandoned in conformance with CalGEM requirements at the time of plugging and abandonment, and after that time someone other than the operator or an affiliate of the operator disturbed the integrity of the abandonment in the course of developing the property, then the party or parties responsible for disturbing the integrity of the abandonment shall be responsible for the re-abandonment.

To view PRC section 3208.1 in its entirety, please visit:
https://www.conservation.ca.gov/index/Documents/CALGEM-SR-1%20Web%20Copy.pdf

No well work may be performed on any oil, gas, or geothermal well without written approval from CalGEM. Well work requiring written approval includes, but is not limited to, mitigating leaking gas or other fluids from abandoned wells, modifications to well casings, and/or any other abandonment or re-abandonment work. CalGEM also regulates the top of a plugged and abandoned well’s minimum and maximum depth below final grade. CCR section 1723.5 states well casings shall be cut off at least 5 feet but no more than 10 feet below grade. If any well needs to be lowered or raised (i.e., casing cut down or casing riser added) to meet this regulation, a permit from CalGEM is required before work can start.

CalGEM makes the following additional recommendations to the local permitting agency, property owner, and developer:

1. To ensure that present and future property owners are aware of (a) the existence of all wells located on the property, and (b) potentially significant issues associated with any improvements near oil or gas wells, CalGEM recommends that information regarding any identified well(s), and any other pertinent information obtained after the issuance of this letter, be communicated to the appropriate county recorder for inclusion in the title information of the subject real property.

2. CalGEM recommends that any soil containing hydrocarbons be disposed of in accordance with local, state, and federal laws. Please notify the appropriate authorities if soil containing significant amounts of hydrocarbons is discovered during development.

As indicated in PRC section 3106, CalGEM has jurisdictional authority over the drilling, operation, maintenance, and abandonment of oil, gas, and geothermal wells, and attendant facilities, to prevent, as far as possible, damage to life, health, property, and natural resources, damage to underground oil, gas, and geothermal deposits, and damage to underground and surface waters suitable for irrigation or domestic purposes. In addition to CalGEM’s authority to order work on wells pursuant to PRC section 3208.1 and 3224, it has authority to issue civil and criminal penalties under PRC Docusign Envelope ID: 9298453C-15FA-4928-BA27-5D240971EEA4 Mr. Cody Graybehl
August 6, 2024

Page 4 of 4 ends

section 3236, 3236.5, and 3359 for violations within the CalGEM’s jurisdictional authority.

CalGEM does not regulate grading, excavations, or other land use issues.

If during development activities any wells are encountered that were not part of a construction site well review, a CalGEM engineer in the Northern District - Orcutt office is to be notified immediately, and an amended site plan with well casing diagrams for CalGEM review shall be filed. After appropriate review, the Orcutt CalGEM office will send a follow-up well evaluation letter to the property owner, applicant, and local permitting agency.

Thank you for considering CalGEM’s comments. If you have any questions, please contact our CalGEM office at (805) 937-7246 or via email at
[email protected]

Sincerely,

Trey Powell
Northern District Deputy

ZN:ji:kv

cc: Chrono
CSWR
[email protected]

Docusign Envelope ID: 9298453C-15FA-4928-BA27-5D240971EEA4

Santa Maria City CouncilNovember 19, 2024

Santa Maria City Council
November 19, 2024