2024-06-13-ATT-MTP-Traffic Analysis Memo — Standing Mobility Subcommittee, June 13, 2024

kimley-horn.com 660 S Figueroa Street, Suite 2100, Los Angeles, CA 90017 213 261 4040

TECHNICAL MEMORANDUM
To: Andrew Maximous, Mobility & Traffic Engineering Manager, City of Culver City From: Jean Fares, P.E., Kimley-Horn & Associates, Inc.

Matthew Jacobson, E.I.T., Kimley-Horn & Associates, Inc.

Date: May 3, 2024
Subject: Sawtelle Boulevard & Matteson Ave/I-405 Southbound Ramps Preliminary Traffic Study

INTRODUCTION
The City of Culver City (City) has retained Kimley-Horn and Associates, Inc. (Kimley-Horn) to prepare design documents for the proposed improvements at the intersection of Sawtelle Boulevard & I-405 Southbound Ramps/Matteson Avenue (project intersection). The intersection of Sawtelle Boulevard and I -405 SB/Matteson Avenue is a signalized intersection with heavy peak hour traffic primarily travelling southbound along Sawtelle Boulevard. Currently, the northbound and southbound movements operate as split phas es and the eastbound and westbound movements operate as permissive phases. This phasing operation results in excessive delays, queuing on the freeway, and right turn conflicts with pedestrians. The City is proposing traffic signal and signing and striping improvements to improve safety and traffic conditions for motorists and pedestrians.

Source: Nearmap

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kimley-horn.com 660 S Figueroa Street, Suite 2100, Los Angeles, CA 90017 213 261 4040

Figure 1: Aerial image of the project intersection

METHODOLOGY
Field Observations
Field observations no ted existing heavy southbound (SB) left -turn and northbound (NB) right -turn queues along Sawtelle Boulevard. It was also noted that peak hour existing SB left-turn queues extend into the adjacent intersection at Sawtelle Boulevard & Venice Boulevard within the City of Los Angeles.

Large westbound (WB) right-turn and left-turn volumes were observed along the I-405 SB off-ramp.

Traffic Volume Data Collection
AM and PM peak hour turning movement counts (TMCs) were collected on a Thursday and Friday at the project intersection. TMC data sheets are provided in Appendix A.

Figure 2: Thursday AM and PM peak hour TMCs

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kimley-horn.com 660 S Figueroa Street, Suite 2100, Los Angeles, CA 90017 213 261 4040

Figure 3: Friday AM and PM peak hour TMCs
Synchro Analysis
Based on TMCs, traffic observations, and City input, four proposed intersection options were developed and modelled on Synchro 11 software. All four options maintain the existing eastbound (EB) and westbound (WB) lane configurations. Also, all options propose protected NB and SB left-turn phases and split phasing for the EB and WB movements. Synchro delay and Level of Service (LOS) metrics for each option were compared to see how the intersection layout changes will affect traffic conditions.

The detailed intersection delay and LOS comparisons are displayed in Table 1 and Table 2. Detailed approach delay and LOS comparison for each movement are provided in Table 1 and Table 2. Synchro reports are provided in Appendix B.

Option 1
Option 1 converts the NB and SB lane configurations into one left-turn only and one through-right lane.

The EB and WB approaches are converted to a split phase operation and the south leg crosswalk is removed.

Option 2
Option 2 converts the NB lane configuration into one left -turn only lane, one through lane, and one through-right lane. The SB lane configuration is converted into one left-turn only and one through-right lane. The EB and WB approaches are converted to a split phase operation and the north leg crosswalk is removed.

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kimley-horn.com 660 S Figueroa Street, Suite 2100, Los Angeles, CA 90017 213 261 4040

Option 3
Option 3 converts the SB lane configuration into a dual left and one through -right lane. The NB lane configuration is converted into one left-turn only and one through -right lane. The EB and WB approaches are converted to a split phase operation.

Option 4
Option 4 converts the SB lane configuration into one left -turn only lane, one through lane, and one through-right lane. The NB lane configuration is converted into one left-turn only and one through-right lane. The EB and WB approaches are converted to a split phase operation.

Table 1: Synchro intersection delay and LOS values for Thursday AM and PM traffic scenarios Thursday
Peak Hour Delay (s/veh) LOS Delay Difference (%)
Existing AM 116.8 F
PM 304.1 F
Option 1 AM 101.5 F -13%
PM 123 F -60%
Option 2 AM 51.7 D -56%
PM 115.9 F -62%
Option 3 AM 53.5 D -54%
PM 70.3 E -77%
Option 4 AM 82.6 F -29%
PM 70.3 E -77%

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kimley-horn.com 660 S Figueroa Street, Suite 2100, Los Angeles, CA 90017 213 261 4040

Table 2: Synchro intersection delay and LOS values for Friday AM and PM traffic scenarios Friday
Peak Hour Delay (s/veh) LOS Delay Difference (%)
Existing AM 96.3 F
PM 221 F
Option 1 AM 66.3 E -31%
PM 96.5 F -56%
Option 2 AM 44.5 D -54%
PM 84.9 F -62%
Option 3 AM 42.7 D -56%
PM 53.5 D -76%
Option 4 AM 65.8 E -32%
PM 64.5 E -71%

Table 3: Synchro approach delay and LOS values for Thursday AM and PM traffic scenarios

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kimley-horn.com 660 S Figueroa Street, Suite 2100, Los Angeles, CA 90017 213 261 4040

Table 4: Synchro approach delay and LOS values for Friday AM and PM traffic scenarios

Protected Left Turn Warrant Analysis
Since all options propose protected phasing for all left turn movements, a protected left turn warra nt analysis was conducted according to the latest version of the California Manual on Uniform Traffic Control Devices (CA MUTCD).

The CA MUTCD Section 4D.19, provides general guidelines for evaluating the appropriateness of implementation of left-turn phasing at signalized intersections.

The CA MUTCD states:

“Since separate signal phases for protected left turns will reduce the green time available for other phases, alternate means of handling left turn conflicts should be considered first.

The most likely possibilities are:

1. Prohibition of left turns.

2. Geometric changes to eliminate the left turn.

3. Provide protected-permissive or permissive-protected left turn operation.

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kimley-horn.com 660 S Figueroa Street, Suite 2100, Los Angeles, CA 90017 213 261 4040

Protected left-turn phases should be considered where such alternatives couldn’t be utilized, and one or more of the following conditions exist:

1. Collisions – Five or more left-turn collisions for a particular left-turn movement during a recent 12-month period.

2. Delay – Left-turn delay of one or more vehicles, which were waiting at the beginning of the green interval and are still remaining in the left-turn lane after at least 80% of the total number of cycles for one hour.

3. Volume – At new intersections where only estimated volumes are available, the following criteria may be used. For a pre-timed signal or a background-cycle-controlled actuated signal, a left-turn volume of more than two vehicles per approach per cycle for a peak hour; or for a traffic-actuated signal, 50 or more left-turning vehicles per hour in one direction with the product of the turning and conflicting through traffic during the peak hour of 100,000 or more.

4. Miscellaneous. Other factors that might be considered include but are not limited to: impaired sight distance due to horizontal or vertical curvature, or where there are a large percentage of buses and trucks.”

For this analysis, Condition 2 was used. Field observations noted significant SB left-turn delays. For at least 80% of the total number of cycles in one hour, more than one vehicles still remained in the through- left lane , causing large queues . Therefore, the project intersection meets Condition 2 for the CA MUTCD protected left-turn phasing guidelines.

Truck Turn Analysis
According to the City of Culver City’s Municipal Code, Sawtelle Boulevard between Matteson Avenue and Venice Boulevard is a designated truck route. The Swept Paths feature on AutoCAD was used to assess if the proposed lane configurations for all options had enough space to accommodate large turning trucks. Field observations noted that the existing WB right turni ng radius meets the minimum dimensions for large trucks. The California 65’ Design Vehicle was used for the analysis . It was determined that the addition of dual SB left turn lanes in Option 3 would impede trucks making WB right turns.

CONCLUSION
Overall, Option 2 is recommended since it reduces delay up to 62% for the intersection in the PM peak period and will continue to provide roadway width for turning trucks.

The proposed split phasing for the EB and WB movements reduces confusion and delay at the intersection by removing the permissive left turn yield to EB through traffic. The proposed removal north leg crosswalk helps to reduce delay for the WB right turn movement and eliminates the risk of pedestrian collisions.

The proposed protected left turn phases for all movements is anticipated to alleviate left-turn queues approaching the intersection and reduce conflicts with pedestrians. According to CA MUTCD left-turn warrant criteria, the project intersection meets the guidelines. Therefore, traffic signal phasing changes warranted at the project intersection.

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APPENDIX A – TRAFFIC COUNTS

File Name : CUL_Sawtelle_405S ThAM
Site Code : 10822259
Start Date : 6/16/2022
Page No : 1
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Groups Printed- Passenger Vehicles - Medium Trucks - Heavy Trucks Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 84 9 1 94 42 4 51 97 0 68 22 90 2 6 1 9 290
07:15 AM 125 16 1 142 40 5 63 108 0 58 26 84 2 9 1 12 346 07:30 AM 180 29 0 209 45 7 54 106 2 86 30 118 1 11 2 14 447 07:45 AM 160 32 4 196 36 3 57 96 3 98 29 130 4 11 2 17 439 Total 549 86 6 641 163 19 225 407 5 310 107 422 9 37 6 52 1522 08:00 AM 150 27 4 181 43 9 54 106 0 86 24 110 2 5 1 8 405 08:15 AM 138 33 3 174 43 5 73 121 2 108 24 134 4 8 1 13 442 08:30 AM 155 37 2 194 51 4 55 110 1 79 20 100 1 8 0 9 413 08:45 AM 150 53 0 203 52 10 67 129 0 97 17 114 0 11 3 14 460 Total 593 150 9 752 189 28 249 466 3 370 85 458 7 32 5 44 1720 Grand Total 1142 236 15 1393 352 47 474 873 8 680 192 880 16 69 11 96 3242 Apprch % 82 16.9 1.1 40.3 5.4 54.3 0.9 77.3 21.8 16.7 71.9 11.5 Total % 35.2 7.3 0.5 43 10.9 1.4 14.6 26.9 0.2 21 5.9 27.1 0.5 2.1 0.3 3 Passenger Vehicles 1126 231 15 1372 340 46 436 822 7 670 185 862 16 69 11 96 3152 % Passenger Vehicles 98.6 97.9 100 98.5 96.6 97.9 92 94.2 87.5 98.5 96.4 98 100 100 100 100 97.2 Medium Trucks 14 4 0 18 12 1 35 48 1 10 6 17 0 0 0 0 83 % Medium Trucks 1.2 1.7 0 1.3 3.4 2.1 7.4 5.5 12.5 1.5 3.1 1.9 0 0 0 0 2.6 Heavy Trucks 2 1 0 3 0 0 3 3 0 0 1 1 0 0 0 0 7
% Heavy Trucks 0.2 0.4 0 0.2 0 0 0.6 0.3 0 0 0.5 0.1 0 0 0 0 0.2 Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 180 29 0 209 45 7 54 106 2 86 30 118 1 11 2 14 447 07:45 AM 160 32 4 196 36 3 57 96 3 98 29 130 4 11 2 17 439 08:00 AM 150 27 4 181 43 9 54 106 0 86 24 110 2 5 1 8 405 08:15 AM 138 33 3 174 43 5 73 121 2 108 24 134 4 8 1 13 442 Total Volume 628 121 11 760 167 24 238 429 7 378 107 492 11 35 6 52 1733 % App. Total 82.6 15.9 1.4 38.9 5.6 55.5 1.4 76.8 21.7 21.2 67.3 11.5 PHF .872 .917 .688 .909 .928 .667 .815 .886 .583 .875 .892 .918 .688 .795 .750 .765 .969 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S ThAM
Site Code : 10822259
Start Date : 6/16/2022
Page No : 2
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Sawtelle Boulevard
Mattheson Avenue
I-405 Southbound Ramps
Sawtelle Boulevard
Right
11 Thru
121
Left
628
InOut Total
627 760 1387
Right
238
Thru
24 Left
167
OutTotal In
770 429 1199
Left
7 Thru
378
Right
107
Out TotalIn
294 492 786
Left
11 Thru
35 Right
6 TotalOut In
42 52 94
Peak Hour Begins at 07:30 AM

Passenger Vehicles
Medium Trucks
Heavy Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 08:00 AM 07:30 AM 07:00 AM
+0 mins. 180 29 0 209 43 9 54 106 2 86 30 118 2 6 1 9
+15 mins. 160 32 4 196 43 5 73 121 3 98 29 130 2 9 1 12 +30 mins. 150 27 4 181 51 4 55 110 0 86 24 110 1 11 2 14 +45 mins. 138 33 3 174 52 10 67 129 2 108 24 134 4 11 2 17 Total Volume 628 121 11 760 189 28 249 466 7 378 107 492 9 37 6 52 % App. Total 82.6 15.9 1.4 40.6 6 53.4 1.4 76.8 21.7 17.3 71.2 11.5 PHF .872 .917 .688 .909 .909 .700 .853 .903 .583 .875 .892 .918 .563 .841 .750 .765 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S ThAM
Site Code : 10822259
Start Date : 6/16/2022
Page No : 1
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Groups Printed- Passenger Vehicles
Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 83 8 1 92 41 4 44 89 0 67 19 86 2 6 1 9 276
07:15 AM 123 16 1 140 38 5 55 98 0 58 26 84 2 9 1 12 334 07:30 AM 178 26 0 204 45 6 51 102 1 86 30 117 1 11 2 14 437 07:45 AM 157 32 4 193 36 3 52 91 3 96 27 126 4 11 2 17 427 Total 541 82 6 629 160 18 202 380 4 307 102 413 9 37 6 52 1474 08:00 AM 147 27 4 178 41 9 51 101 0 85 23 108 2 5 1 8 395 08:15 AM 136 33 3 172 37 5 69 111 2 107 24 133 4 8 1 13 429 08:30 AM 154 37 2 193 51 4 49 104 1 79 20 100 1 8 0 9 406 08:45 AM 148 52 0 200 51 10 65 126 0 92 16 108 0 11 3 14 448 Total 585 149 9 743 180 28 234 442 3 363 83 449 7 32 5 44 1678 Grand Total 1126 231 15 1372 340 46 436 822 7 670 185 862 16 69 11 96 3152 Apprch % 82.1 16.8 1.1 41.4 5.6 53 0.8 77.7 21.5 16.7 71.9 11.5 Total % 35.7 7.3 0.5 43.5 10.8 1.5 13.8 26.1 0.2 21.3 5.9 27.3 0.5 2.2 0.3 3 Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 178 26 0 204 45 6 51 102 1 86 30 117 1 11 2 14 437 07:45 AM 157 32 4 193 36 3 52 91 3 96 27 126 4 11 2 17 427 08:00 AM 147 27 4 178 41 9 51 101 0 85 23 108 2 5 1 8 395 08:15 AM 136 33 3 172 37 5 69 111 2 107 24 133 4 8 1 13 429 Total Volume 618 118 11 747 159 23 223 405 6 374 104 484 11 35 6 52 1688 % App. Total 82.7 15.8 1.5 39.3 5.7 55.1 1.2 77.3 21.5 21.2 67.3 11.5 PHF .868 .894 .688 .915 .883 .639 .808 .912 .500 .874 .867 .910 .688 .795 .750 .765 .966 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S ThAM
Site Code : 10822259
Start Date : 6/16/2022
Page No : 2
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Sawtelle Boulevard
Mattheson Avenue
I-405 Southbound Ramps
Sawtelle Boulevard
Right
11 Thru
118
Left
618
InOut Total
608 747 1355
Right
223
Thru
23 Left
159
OutTotal In
757 405 1162
Left
6 Thru
374
Right
104
Out TotalIn
283 484 767
Left
11 Thru
35 Right
6 TotalOut In
40 52 92
Peak Hour Begins at 07:30 AM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 178 26 0 204 45 6 51 102 1 86 30 117 1 11 2 14 +15 mins. 157 32 4 193 36 3 52 91 3 96 27 126 4 11 2 17 +30 mins. 147 27 4 178 41 9 51 101 0 85 23 108 2 5 1 8
+45 mins. 136 33 3 172 37 5 69 111 2 107 24 133 4 8 1 13 Total Volume 618 118 11 747 159 23 223 405 6 374 104 484 11 35 6 52 % App. Total 82.7 15.8 1.5 39.3 5.7 55.1 1.2 77.3 21.5 21.2 67.3 11.5 PHF .868 .894 .688 .915 .883 .639 .808 .912 .500 .874 .867 .910 .688 .795 .750 .765 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S ThAM
Site Code : 10822259
Start Date : 6/16/2022
Page No : 1
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Groups Printed- Medium Trucks
Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 1 0 7 8 0 1 3 4 0 0 0 0 12
07:15 AM 2 0 0 2 2 0 8 10 0 0 0 0 0 0 0 0 12
07:30 AM 2 3 0 5 0 1 3 4 1 0 0 1 0 0 0 0 10
07:45 AM 3 0 0 3 0 0 4 4 0 2 2 4 0 0 0 0 11
Total 7 3 0 10 3 1 22 26 1 3 5 9 0 0 0 0 45
08:00 AM 2 0 0 2 2 0 3 5 0 1 1 2 0 0 0 0 9
08:15 AM 2 0 0 2 6 0 3 9 0 1 0 1 0 0 0 0 12
08:30 AM 1 0 0 1 0 0 5 5 0 0 0 0 0 0 0 0 6
08:45 AM 2 1 0 3 1 0 2 3 0 5 0 5 0 0 0 0 11
Total 7 1 0 8 9 0 13 22 0 7 1 8 0 0 0 0 38
Grand Total 14 4 0 18 12 1 35 48 1 10 6 17 0 0 0 0 83
Apprch % 77.8 22.2 0 25 2.1 72.9 5.9 58.8 35.3 0 0 0 Total % 16.9 4.8 0 21.7 14.5 1.2 42.2 57.8 1.2 12 7.2 20.5 0 0 0 0 Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 2 3 0 5 0 1 3 4 1 0 0 1 0 0 0 0 10
07:45 AM 3 0 0 3 0 0 4 4 0 2 2 4 0 0 0 0 11
08:00 AM 2 0 0 2 2 0 3 5 0 1 1 2 0 0 0 0 9
08:15 AM 2 0 0 2 6 0 3 9 0 1 0 1 0 0 0 0 12
Total Volume 9 3 0 12 8 1 13 22 1 4 3 8 0 0 0 0 42
% App. Total 75 25 0 36.4 4.5 59.1 12.5 50 37.5 0 0 0 PHF .750 .250 .000 .600 .333 .250 .813 .611 .250 .500 .375 .500 .000 .000 .000 .000 .875 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S ThAM
Site Code : 10822259
Start Date : 6/16/2022
Page No : 2
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Sawtelle Boulevard
Mattheson Avenue
I-405 Southbound Ramps
Sawtelle Boulevard
Right
0 Thru
3 Left
9 InOut Total
17 12 29
Right
13 Thru
1 Left
8 OutTotal In
12 22 34
Left
1 Thru
4 Right
3 Out TotalIn
11 8 19
Left
0 Thru
0 Right
0 TotalOut In
2 0 2
Peak Hour Begins at 07:30 AM

Medium Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 2 3 0 5 0 1 3 4 1 0 0 1 0 0 0 0
+15 mins. 3 0 0 3 0 0 4 4 0 2 2 4 0 0 0 0
+30 mins. 2 0 0 2 2 0 3 5 0 1 1 2 0 0 0 0
+45 mins. 2 0 0 2 6 0 3 9 0 1 0 1 0 0 0 0
Total Volume 9 3 0 12 8 1 13 22 1 4 3 8 0 0 0 0
% App. Total 75 25 0 36.4 4.5 59.1 12.5 50 37.5 0 0 0 PHF .750 .250 .000 .600 .333 .250 .813 .611 .250 .500 .375 .500 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S ThAM
Site Code : 10822259
Start Date : 6/16/2022
Page No : 1
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Groups Printed- Heavy Trucks
Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
Total 1 1 0 2 0 0 1 1 0 0 0 0 0 0 0 0 3
08:00 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
08:30 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
08:45 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
Total 1 0 0 1 0 0 2 2 0 0 1 1 0 0 0 0 4
Grand Total 2 1 0 3 0 0 3 3 0 0 1 1 0 0 0 0 7
Apprch % 66.7 33.3 0 0 0 100 0 0 100 0 0 0
Total % 28.6 14.3 0 42.9 0 0 42.9 42.9 0 0 14.3 14.3 0 0 0 0 Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
08:00 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
Total Volume 1 0 0 1 0 0 2 2 0 0 0 0 0 0 0 0 3
% App. Total 100 0 0 0 0 100 0 0 0 0 0 0
PHF .250 .000 .000 .250 .000 .000 .500 .500 .000 .000 .000 .000 .000 .000 .000 .000 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S ThAM
Site Code : 10822259
Start Date : 6/16/2022
Page No : 2
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Sawtelle Boulevard
Mattheson Avenue
I-405 Southbound Ramps
Sawtelle Boulevard
Right
0 Thru
0 Left
1 InOut Total
2 1 3
Right
2 Thru
0 Left
0 OutTotal In
1 2 3
Left
0 Thru
0 Right
0 Out TotalIn
0 0 0
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 07:30 AM

Heavy Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0
+30 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0
Total Volume 1 0 0 1 0 0 2 2 0 0 0 0 0 0 0 0
% App. Total 100 0 0 0 0 100 0 0 0 0 0 0
PHF .250 .000 .000 .250 .000 .000 .500 .500 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S ThPM
Site Code : 10822259
Start Date : 6/16/2022
Page No : 1
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Groups Printed- Passenger Vehicles - Medium Trucks - Heavy Trucks Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:00 PM 122 129 14 265 45 4 39 88 4 128 25 157 2 14 4 20 530 03:15 PM 129 153 0 282 41 6 36 83 2 82 18 102 1 15 0 16 483 03:30 PM 124 145 8 277 48 5 31 84 2 68 13 83 2 15 5 22 466 03:45 PM 120 165 2 287 42 8 39 89 5 106 20 131 2 28 3 33 540 Total 495 592 24 1111 176 23 145 344 13 384 76 473 7 72 12 91 2019 04:00 PM 116 142 6 264 35 7 25 67 6 112 13 131 0 36 3 39 501 04:15 PM 120 154 5 279 31 13 42 86 1 94 17 112 2 30 0 32 509 04:30 PM 129 162 5 296 42 3 35 80 3 55 22 80 3 25 4 32 488 04:45 PM 97 153 3 253 33 9 34 76 3 61 17 81 3 25 3 31 441 Total 462 611 19 1092 141 32 136 309 13 322 69 404 8 116 10 134 1939 05:00 PM 145 163 5 313 50 10 49 109 3 88 26 117 0 26 4 30 569 05:15 PM 98 123 5 226 31 4 50 85 1 74 26 101 2 34 4 40 452 05:30 PM 115 151 7 273 29 4 50 83 4 67 16 87 3 38 3 44 487 05:45 PM 119 141 9 269 47 9 41 97 5 73 20 98 1 22 0 23 487 Total 477 578 26 1081 157 27 190 374 13 302 88 403 6 120 11 137 1995 06:00 PM 124 145 6 275 54 3 43 100 4 61 23 88 3 15 4 22 485 06:15 PM 114 131 3 248 65 9 41 115 2 61 5 68 1 11 4 16 447 06:30 PM 124 127 6 257 67 5 65 137 2 58 16 76 3 5 4 12 482 06:45 PM 86 78 1 165 62 8 52 122 4 33 9 46 2 2 2 6 339
Total 448 481 16 945 248 25 201 474 12 213 53 278 9 33 14 56 1753 Grand Total 1882 2262 85 4229 722 107 672 1501 51 1221 286 1558 30 341 47 418 7706 Apprch % 44.5 53.5 2 48.1 7.1 44.8 3.3 78.4 18.4 7.2 81.6 11.2 Total % 24.4 29.4 1.1 54.9 9.4 1.4 8.7 19.5 0.7 15.8 3.7 20.2 0.4 4.4 0.6 5.4 Passenger Vehicles 1854 2250 82 4186 715 107 664 1486 50 1208 275 1533 30 340 47 417 7622 % Passenger Vehicles 98.5 99.5 96.5 99 99 100 98.8 99 98 98.9 96.2 98.4 100 99.7 100 99.8 98.9 Medium Trucks 26 12 3 41 7 0 7 14 1 13 10 24 0 1 0 1 80 % Medium Trucks 1.4 0.5 3.5 1 1 0 1 0.9 2 1.1 3.5 1.5 0 0.3 0 0.2 1 Heavy Trucks 2 0 0 2 0 0 1 1 0 0 1 1 0 0 0 0 4
% Heavy Trucks 0.1 0 0 0 0 0 0.1 0.1 0 0 0.3 0.1 0 0 0 0 0.1 Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:45 PM
03:45 PM 120 165 2 287 42 8 39 89 5 106 20 131 2 28 3 33 540 04:00 PM 116 142 6 264 35 7 25 67 6 112 13 131 0 36 3 39 501 04:15 PM 120 154 5 279 31 13 42 86 1 94 17 112 2 30 0 32 509 04:30 PM 129 162 5 296 42 3 35 80 3 55 22 80 3 25 4 32 488 Total Volume 485 623 18 1126 150 31 141 322 15 367 72 454 7 119 10 136 2038 % App. Total 43.1 55.3 1.6 46.6 9.6 43.8 3.3 80.8 15.9 5.1 87.5 7.4 PHF .940 .944 .750 .951 .893 .596 .839 .904 .625 .819 .818 .866 .583 .826 .625 .872 .944 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S ThPM
Site Code : 10822259
Start Date : 6/16/2022
Page No : 2
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Sawtelle Boulevard
Mattheson Avenue
I-405 Southbound Ramps
Sawtelle Boulevard
Right
18 Thru
623
Left
485
InOut Total
515 1126 1641
Right
141
Thru
31 Left
150
OutTotal In
676 322 998
Left
15 Thru
367
Right
72 Out TotalIn
783 454 1237
Left
7 Thru
119
Right
10 TotalOut In
64 136 200
Peak Hour Begins at 03:45 PM

Passenger Vehicles
Medium Trucks
Heavy Trucks
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 06:00 PM 03:00 PM 04:45 PM
+0 mins. 120 154 5 279 54 3 43 100 4 128 25 157 3 25 3 31 +15 mins. 129 162 5 296 65 9 41 115 2 82 18 102 0 26 4 30 +30 mins. 97 153 3 253 67 5 65 137 2 68 13 83 2 34 4 40 +45 mins. 145 163 5 313 62 8 52 122 5 106 20 131 3 38 3 44 Total Volume 491 632 18 1141 248 25 201 474 13 384 76 473 8 123 14 145 % App. Total 43 55.4 1.6 52.3 5.3 42.4 2.7 81.2 16.1 5.5 84.8 9.7 PHF .847 .969 .900 .911 .925 .694 .773 .865 .650 .750 .760 .753 .667 .809 .875 .824 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S ThPM
Site Code : 10822259
Start Date : 6/16/2022
Page No : 1
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Groups Printed- Passenger Vehicles
Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:00 PM 120 128 13 261 45 4 37 86 4 126 22 152 2 14 4 20 519 03:15 PM 126 150 0 276 40 6 35 81 2 80 18 100 1 15 0 16 473 03:30 PM 120 145 8 273 48 5 31 84 2 66 13 81 2 15 5 22 460 03:45 PM 117 164 2 283 41 8 39 88 5 106 19 130 2 28 3 33 534 Total 483 587 23 1093 174 23 142 339 13 378 72 463 7 72 12 91 1986 04:00 PM 114 142 6 262 34 7 23 64 6 112 13 131 0 36 3 39 496 04:15 PM 118 153 5 276 31 13 42 86 1 92 16 109 2 30 0 32 503 04:30 PM 128 161 5 294 42 3 34 79 2 55 21 78 3 24 4 31 482 04:45 PM 95 152 2 249 33 9 34 76 3 60 14 77 3 25 3 31 433 Total 455 608 18 1081 140 32 133 305 12 319 64 395 8 115 10 133 1914 05:00 PM 144 163 5 312 50 10 49 109 3 88 26 117 0 26 4 30 568 05:15 PM 98 123 5 226 29 4 50 83 1 74 25 100 2 34 4 40 449 05:30 PM 114 150 7 271 28 4 49 81 4 66 16 86 3 38 3 44 482 05:45 PM 119 140 8 267 47 9 41 97 5 72 20 97 1 22 0 23 484 Total 475 576 25 1076 154 27 189 370 13 300 87 400 6 120 11 137 1983 06:00 PM 122 144 6 272 54 3 42 99 4 61 22 87 3 15 4 22 480 06:15 PM 114 131 3 248 65 9 41 115 2 60 5 67 1 11 4 16 446 06:30 PM 124 127 6 257 67 5 65 137 2 57 16 75 3 5 4 12 481 06:45 PM 81 77 1 159 61 8 52 121 4 33 9 46 2 2 2 6 332
Total 441 479 16 936 247 25 200 472 12 211 52 275 9 33 14 56 1739 Grand Total 1854 2250 82 4186 715 107 664 1486 50 1208 275 1533 30 340 47 417 7622 Apprch % 44.3 53.8 2 48.1 7.2 44.7 3.3 78.8 17.9 7.2 81.5 11.3 Total % 24.3 29.5 1.1 54.9 9.4 1.4 8.7 19.5 0.7 15.8 3.6 20.1 0.4 4.5 0.6 5.5 Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:45 PM to 04:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:45 PM
03:45 PM 117 164 2 283 41 8 39 88 5 106 19 130 2 28 3 33 534 04:00 PM 114 142 6 262 34 7 23 64 6 112 13 131 0 36 3 39 496 04:15 PM 118 153 5 276 31 13 42 86 1 92 16 109 2 30 0 32 503 04:30 PM 128 161 5 294 42 3 34 79 2 55 21 78 3 24 4 31 482 Total Volume 477 620 18 1115 148 31 138 317 14 365 69 448 7 118 10 135 2015 % App. Total 42.8 55.6 1.6 46.7 9.8 43.5 3.1 81.5 15.4 5.2 87.4 7.4 PHF .932 .945 .750 .948 .881 .596 .821 .901 .583 .815 .821 .855 .583 .819 .625 .865 .943 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S ThPM
Site Code : 10822259
Start Date : 6/16/2022
Page No : 2
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Sawtelle Boulevard
Mattheson Avenue
I-405 Southbound Ramps
Sawtelle Boulevard
Right
18 Thru
620
Left
477
InOut Total
510 1115 1625
Right
138
Thru
31 Left
148
OutTotal In
664 317 981
Left
14 Thru
365
Right
69 Out TotalIn
778 448 1226
Left
7 Thru
118
Right
10 TotalOut In
63 135 198
Peak Hour Begins at 03:45 PM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 03:45 PM to 04:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
03:45 PM 03:45 PM 03:45 PM 03:45 PM
+0 mins. 117 164 2 283 41 8 39 88 5 106 19 130 2 28 3 33 +15 mins. 114 142 6 262 34 7 23 64 6 112 13 131 0 36 3 39 +30 mins. 118 153 5 276 31 13 42 86 1 92 16 109 2 30 0 32 +45 mins. 128 161 5 294 42 3 34 79 2 55 21 78 3 24 4 31 Total Volume 477 620 18 1115 148 31 138 317 14 365 69 448 7 118 10 135 % App. Total 42.8 55.6 1.6 46.7 9.8 43.5 3.1 81.5 15.4 5.2 87.4 7.4 PHF .932 .945 .750 .948 .881 .596 .821 .901 .583 .815 .821 .855 .583 .819 .625 .865 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S ThPM
Site Code : 10822259
Start Date : 6/16/2022
Page No : 2
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Sawtelle Boulevard
Mattheson Avenue
I-405 Southbound Ramps
Sawtelle Boulevard
Right
0 Thru
3 Left
7 InOut Total
4 10 14
Right
2 Thru
0 Left
2 OutTotal In
11 4 15
Left
1 Thru
2 Right
3 Out TotalIn
5 6 11
Left
0 Thru
1 Right
0 TotalOut In
1 1 2
Peak Hour Begins at 03:45 PM

Medium Trucks
Peak Hour Data
North
Peak Hour Analysis From 03:45 PM to 04:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
03:45 PM 03:45 PM 03:45 PM 03:45 PM
+0 mins. 2 1 0 3 1 0 0 1 0 0 1 1 0 0 0 0
+15 mins. 2 0 0 2 1 0 1 2 0 0 0 0 0 0 0 0
+30 mins. 2 1 0 3 0 0 0 0 0 2 1 3 0 0 0 0
+45 mins. 1 1 0 2 0 0 1 1 1 0 1 2 0 1 0 1
Total Volume 7 3 0 10 2 0 2 4 1 2 3 6 0 1 0 1
% App. Total 70 30 0 50 0 50 16.7 33.3 50 0 100 0
PHF .875 .750 .000 .833 .500 .000 .500 .500 .250 .250 .750 .500 .000 .250 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S ThPM
Site Code : 10822259
Start Date : 6/16/2022
Page No : 2
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Sawtelle Boulevard
Mattheson Avenue
I-405 Southbound Ramps
Sawtelle Boulevard
Right
0 Thru
0 Left
1 InOut Total
1 1 2
Right
1 Thru
0 Left
0 OutTotal In
1 1 2
Left
0 Thru
0 Right
0 Out TotalIn
0 0 0
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 03:45 PM

Heavy Trucks
Peak Hour Data
North
Peak Hour Analysis From 03:45 PM to 04:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
03:45 PM 03:45 PM 03:45 PM 03:45 PM
+0 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 1 0 0 1 0 0 1 1 0 0 0 0 0 0 0 0
% App. Total 100 0 0 0 0 100 0 0 0 0 0 0
PHF .250 .000 .000 .250 .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S FriAM
Site Code : 10822259
Start Date : 6/17/2022
Page No : 1
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Groups Printed- Passenger Vehicles - Medium Trucks - Heavy Trucks Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 81 13 3 97 50 2 56 108 1 50 18 69 1 4 1 6 280
07:15 AM 90 15 2 107 39 4 49 92 0 64 18 82 1 9 0 10 291 07:30 AM 138 27 0 165 36 4 65 105 2 64 28 94 2 8 0 10 374 07:45 AM 124 25 2 151 53 3 53 109 0 72 21 93 0 10 3 13 366 Total 433 80 7 520 178 13 223 414 3 250 85 338 4 31 4 39 1311 08:00 AM 145 32 2 179 50 4 62 116 2 70 20 92 4 6 1 11 398 08:15 AM 119 29 2 150 51 6 65 122 1 75 19 95 1 7 0 8 375 08:30 AM 130 35 1 166 43 5 60 108 2 70 17 89 2 11 4 17 380 08:45 AM 151 46 3 200 68 6 67 141 0 83 24 107 1 2 2 5 453 Total 545 142 8 695 212 21 254 487 5 298 80 383 8 26 7 41 1606 Grand Total 978 222 15 1215 390 34 477 901 8 548 165 721 12 57 11 80 2917 Apprch % 80.5 18.3 1.2 43.3 3.8 52.9 1.1 76 22.9 15 71.2 13.8 Total % 33.5 7.6 0.5 41.7 13.4 1.2 16.4 30.9 0.3 18.8 5.7 24.7 0.4 2 0.4 2.7 Passenger Vehicles 956 216 15 1187 377 31 445 853 8 539 159 706 12 57 11 80 2826 % Passenger Vehicles 97.8 97.3 100 97.7 96.7 91.2 93.3 94.7 100 98.4 96.4 97.9 100 100 100 100 96.9 Medium Trucks 19 6 0 25 13 3 30 46 0 7 6 13 0 0 0 0 84
% Medium Trucks 1.9 2.7 0 2.1 3.3 8.8 6.3 5.1 0 1.3 3.6 1.8 0 0 0 0 2.9 Heavy Trucks 3 0 0 3 0 0 2 2 0 2 0 2 0 0 0 0 7
% Heavy Trucks 0.3 0 0 0.2 0 0 0.4 0.2 0 0.4 0 0.3 0 0 0 0 0.2 Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 145 32 2 179 50 4 62 116 2 70 20 92 4 6 1 11 398 08:15 AM 119 29 2 150 51 6 65 122 1 75 19 95 1 7 0 8 375 08:30 AM 130 35 1 166 43 5 60 108 2 70 17 89 2 11 4 17 380 08:45 AM 151 46 3 200 68 6 67 141 0 83 24 107 1 2 2 5 453 Total Volume 545 142 8 695 212 21 254 487 5 298 80 383 8 26 7 41 1606 % App. Total 78.4 20.4 1.2 43.5 4.3 52.2 1.3 77.8 20.9 19.5 63.4 17.1 PHF .902 .772 .667 .869 .779 .875 .948 .863 .625 .898 .833 .895 .500 .591 .438 .603 .886 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S FriAM
Site Code : 10822259
Start Date : 6/17/2022
Page No : 2
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Sawtelle Boulevard
Mattheson Avenue
I-405 Southbound Ramps
Sawtelle Boulevard
Right
8 Thru
142
Left
545
InOut Total
560 695 1255
Right
254
Thru
21 Left
212
OutTotal In
651 487 1138
Left
5 Thru
298
Right
80 Out TotalIn
361 383 744
Left
8 Thru
26 Right
7 TotalOut In
34 41 75
Peak Hour Begins at 08:00 AM

Passenger Vehicles
Medium Trucks
Heavy Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 07:45 AM
+0 mins. 145 32 2 179 50 4 62 116 2 70 20 92 0 10 3 13
+15 mins. 119 29 2 150 51 6 65 122 1 75 19 95 4 6 1 11
+30 mins. 130 35 1 166 43 5 60 108 2 70 17 89 1 7 0 8
+45 mins. 151 46 3 200 68 6 67 141 0 83 24 107 2 11 4 17 Total Volume 545 142 8 695 212 21 254 487 5 298 80 383 7 34 8 49 % App. Total 78.4 20.4 1.2 43.5 4.3 52.2 1.3 77.8 20.9 14.3 69.4 16.3 PHF .902 .772 .667 .869 .779 .875 .948 .863 .625 .898 .833 .895 .438 .773 .500 .721 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S FriAM
Site Code : 10822259
Start Date : 6/17/2022
Page No : 1
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Groups Printed- Passenger Vehicles
Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 79 13 3 95 49 2 52 103 1 49 16 66 1 4 1 6 270
07:15 AM 90 15 2 107 37 3 43 83 0 64 18 82 1 9 0 10 282 07:30 AM 136 26 0 162 36 4 59 99 2 64 27 93 2 8 0 10 364 07:45 AM 116 25 2 143 52 2 50 104 0 70 21 91 0 10 3 13 351 Total 421 79 7 507 174 11 204 389 3 247 82 332 4 31 4 39 1267 08:00 AM 143 31 2 176 48 4 56 108 2 69 20 91 4 6 1 11 386 08:15 AM 115 29 2 146 49 6 61 116 1 74 18 93 1 7 0 8 363 08:30 AM 128 33 1 162 40 4 58 102 2 70 17 89 2 11 4 17 370 08:45 AM 149 44 3 196 66 6 66 138 0 79 22 101 1 2 2 5 440 Total 535 137 8 680 203 20 241 464 5 292 77 374 8 26 7 41 1559 Grand Total 956 216 15 1187 377 31 445 853 8 539 159 706 12 57 11 80 2826 Apprch % 80.5 18.2 1.3 44.2 3.6 52.2 1.1 76.3 22.5 15 71.2 13.8 Total % 33.8 7.6 0.5 42 13.3 1.1 15.7 30.2 0.3 19.1 5.6 25 0.4 2 0.4 2.8 Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 143 31 2 176 48 4 56 108 2 69 20 91 4 6 1 11 386 08:15 AM 115 29 2 146 49 6 61 116 1 74 18 93 1 7 0 8 363 08:30 AM 128 33 1 162 40 4 58 102 2 70 17 89 2 11 4 17 370 08:45 AM 149 44 3 196 66 6 66 138 0 79 22 101 1 2 2 5 440 Total Volume 535 137 8 680 203 20 241 464 5 292 77 374 8 26 7 41 1559 % App. Total 78.7 20.1 1.2 43.8 4.3 51.9 1.3 78.1 20.6 19.5 63.4 17.1 PHF .898 .778 .667 .867 .769 .833 .913 .841 .625 .924 .875 .926 .500 .591 .438 .603 .886 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S FriAM
Site Code : 10822259
Start Date : 6/17/2022
Page No : 2
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Sawtelle Boulevard
Mattheson Avenue
I-405 Southbound Ramps
Sawtelle Boulevard
Right
8 Thru
137
Left
535
InOut Total
541 680 1221
Right
241
Thru
20 Left
203
OutTotal In
638 464 1102
Left
5 Thru
292
Right
77 Out TotalIn
347 374 721
Left
8 Thru
26 Right
7 TotalOut In
33 41 74
Peak Hour Begins at 08:00 AM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 143 31 2 176 48 4 56 108 2 69 20 91 4 6 1 11
+15 mins. 115 29 2 146 49 6 61 116 1 74 18 93 1 7 0 8
+30 mins. 128 33 1 162 40 4 58 102 2 70 17 89 2 11 4 17 +45 mins. 149 44 3 196 66 6 66 138 0 79 22 101 1 2 2 5
Total Volume 535 137 8 680 203 20 241 464 5 292 77 374 8 26 7 41 % App. Total 78.7 20.1 1.2 43.8 4.3 51.9 1.3 78.1 20.6 19.5 63.4 17.1 PHF .898 .778 .667 .867 .769 .833 .913 .841 .625 .924 .875 .926 .500 .591 .438 .603 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S FriAM
Site Code : 10822259
Start Date : 6/17/2022
Page No : 1
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Groups Printed- Medium Trucks
Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 2 0 0 2 1 0 4 5 0 0 2 2 0 0 0 0 9
07:15 AM 0 0 0 0 2 1 6 9 0 0 0 0 0 0 0 0 9
07:30 AM 2 1 0 3 0 0 5 5 0 0 1 1 0 0 0 0 9
07:45 AM 5 0 0 5 1 1 2 4 0 2 0 2 0 0 0 0 11
Total 9 1 0 10 4 2 17 23 0 2 3 5 0 0 0 0 38
08:00 AM 2 1 0 3 2 0 6 8 0 0 0 0 0 0 0 0 11
08:15 AM 4 0 0 4 2 0 4 6 0 1 1 2 0 0 0 0 12
08:30 AM 2 2 0 4 3 1 2 6 0 0 0 0 0 0 0 0 10
08:45 AM 2 2 0 4 2 0 1 3 0 4 2 6 0 0 0 0 13
Total 10 5 0 15 9 1 13 23 0 5 3 8 0 0 0 0 46
Grand Total 19 6 0 25 13 3 30 46 0 7 6 13 0 0 0 0 84
Apprch % 76 24 0 28.3 6.5 65.2 0 53.8 46.2 0 0 0
Total % 22.6 7.1 0 29.8 15.5 3.6 35.7 54.8 0 8.3 7.1 15.5 0 0 0 0 Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 2 1 0 3 2 0 6 8 0 0 0 0 0 0 0 0 11
08:15 AM 4 0 0 4 2 0 4 6 0 1 1 2 0 0 0 0 12
08:30 AM 2 2 0 4 3 1 2 6 0 0 0 0 0 0 0 0 10
08:45 AM 2 2 0 4 2 0 1 3 0 4 2 6 0 0 0 0 13
Total Volume 10 5 0 15 9 1 13 23 0 5 3 8 0 0 0 0 46
% App. Total 66.7 33.3 0 39.1 4.3 56.5 0 62.5 37.5 0 0 0 PHF .625 .625 .000 .938 .750 .250 .542 .719 .000 .313 .375 .333 .000 .000 .000 .000 .885 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S FriAM
Site Code : 10822259
Start Date : 6/17/2022
Page No : 2
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Sawtelle Boulevard
Mattheson Avenue
I-405 Southbound Ramps
Sawtelle Boulevard
Right
0 Thru
5 Left
10 InOut Total
18 15 33
Right
13 Thru
1 Left
9 OutTotal In
13 23 36
Left
0 Thru
5 Right
3 Out TotalIn
14 8 22
Left
0 Thru
0 Right
0 TotalOut In
1 0 1
Peak Hour Begins at 08:00 AM

Medium Trucks
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 2 1 0 3 2 0 6 8 0 0 0 0 0 0 0 0
+15 mins. 4 0 0 4 2 0 4 6 0 1 1 2 0 0 0 0
+30 mins. 2 2 0 4 3 1 2 6 0 0 0 0 0 0 0 0
+45 mins. 2 2 0 4 2 0 1 3 0 4 2 6 0 0 0 0
Total Volume 10 5 0 15 9 1 13 23 0 5 3 8 0 0 0 0
% App. Total 66.7 33.3 0 39.1 4.3 56.5 0 62.5 37.5 0 0 0 PHF .625 .625 .000 .938 .750 .250 .542 .719 .000 .313 .375 .333 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S FriAM
Site Code : 10822259
Start Date : 6/17/2022
Page No : 2
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Sawtelle Boulevard
Mattheson Avenue
I-405 Southbound Ramps
Sawtelle Boulevard
Right
0 Thru
0 Left
0 InOut Total
1 0 1
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
1 Right
0 Out TotalIn
0 1 1
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 08:00 AM

Heavy Trucks
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
% App. Total 0 0 0 0 0 0 0 100 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S FriPM
Site Code : 10822259
Start Date : 6/17/2022
Page No : 1
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Groups Printed- Passenger Vehicles - Medium Trucks - Heavy Trucks Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:00 PM 151 172 4 327 51 16 32 99 3 143 29 175 2 24 1 27 628 03:15 PM 81 91 4 176 35 4 30 69 2 67 22 91 0 20 7 27 363 03:30 PM 88 97 1 186 25 6 26 57 1 78 25 104 1 40 2 43 390 03:45 PM 101 129 3 233 26 15 32 73 3 117 17 137 2 40 5 47 490 Total 421 489 12 922 137 41 120 298 9 405 93 507 5 124 15 144 1871 04:00 PM 90 135 31 256 34 12 26 72 4 124 21 149 1 34 3 38 515 04:15 PM 99 124 8 231 31 10 34 75 2 86 11 99 1 15 2 18 423 04:30 PM 117 157 4 278 41 10 28 79 2 89 18 109 2 19 8 29 495 04:45 PM 116 148 6 270 48 5 21 74 2 50 15 67 1 28 0 29 440 Total 422 564 49 1035 154 37 109 300 10 349 65 424 5 96 13 114 1873 05:00 PM 131 124 4 259 45 10 28 83 1 54 24 79 1 15 4 20 441 05:15 PM 110 138 6 254 47 6 34 87 2 61 32 95 0 23 7 30 466 05:30 PM 114 127 5 246 46 6 36 88 7 63 14 84 2 23 3 28 446 05:45 PM 124 123 1 248 47 10 26 83 3 57 14 74 1 13 5 19 424 Total 479 512 16 1007 185 32 124 341 13 235 84 332 4 74 19 97 1777 06:00 PM 156 134 4 294 44 6 44 94 2 38 7 47 1 9 3 13 448 06:15 PM 121 131 4 256 62 3 47 112 1 48 19 68 1 12 2 15 451 06:30 PM 121 132 4 257 62 3 48 113 1 48 20 69 1 12 2 15 454 06:45 PM 134 135 3 272 77 8 60 145 1 39 21 61 2 4 2 8 486 Total 532 532 15 1079 245 20 199 464 5 173 67 245 5 37 9 51 1839 Grand Total 1854 2097 92 4043 721 130 552 1403 37 1162 309 1508 19 331 56 406 7360 Apprch % 45.9 51.9 2.3 51.4 9.3 39.3 2.5 77.1 20.5 4.7 81.5 13.8 Total % 25.2 28.5 1.2 54.9 9.8 1.8 7.5 19.1 0.5 15.8 4.2 20.5 0.3 4.5 0.8 5.5 Passenger Vehicles 1817 2082 91 3990 720 130 540 1390 37 1146 302 1485 19 328 56 403 7268 % Passenger Vehicles 98 99.3 98.9 98.7 99.9 100 97.8 99.1 100 98.6 97.7 98.5 100 99.1 100 99.3 98.8 Medium Trucks 35 15 1 51 1 0 12 13 0 15 7 22 0 3 0 3 89 % Medium Trucks 1.9 0.7 1.1 1.3 0.1 0 2.2 0.9 0 1.3 2.3 1.5 0 0.9 0 0.7 1.2 Heavy Trucks 2 0 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3
% Heavy Trucks 0.1 0 0 0 0 0 0 0 0 0.1 0 0.1 0 0 0 0 0
Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:45 PM
03:45 PM 101 129 3 233 26 15 32 73 3 117 17 137 2 40 5 47 490 04:00 PM 90 135 31 256 34 12 26 72 4 124 21 149 1 34 3 38 515 04:15 PM 99 124 8 231 31 10 34 75 2 86 11 99 1 15 2 18 423 04:30 PM 117 157 4 278 41 10 28 79 2 89 18 109 2 19 8 29 495 Total Volume 407 545 46 998 132 47 120 299 11 416 67 494 6 108 18 132 1923 % App. Total 40.8 54.6 4.6 44.1 15.7 40.1 2.2 84.2 13.6 4.5 81.8 13.6 PHF .870 .868 .371 .897 .805 .783 .882 .946 .688 .839 .798 .829 .750 .675 .563 .702 .933 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S FriPM
Site Code : 10822259
Start Date : 6/17/2022
Page No : 2
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Sawtelle Boulevard
Mattheson Avenue
I-405 Southbound Ramps
Sawtelle Boulevard
Right
46 Thru
545
Left
407
InOut Total
542 998 1540
Right
120
Thru
47 Left
132
OutTotal In
582 299 881
Left
11 Thru
416
Right
67 Out TotalIn
695 494 1189
Left
6 Thru
108
Right
18 TotalOut In
104 132 236
Peak Hour Begins at 03:45 PM

Passenger Vehicles
Medium Trucks
Heavy Trucks
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
06:00 PM 06:00 PM 03:00 PM 03:15 PM
+0 mins. 156 134 4 294 44 6 44 94 3 143 29 175 0 20 7 27 +15 mins. 121 131 4 256 62 3 47 112 2 67 22 91 1 40 2 43 +30 mins. 121 132 4 257 62 3 48 113 1 78 25 104 2 40 5 47 +45 mins. 134 135 3 272 77 8 60 145 3 117 17 137 1 34 3 38 Total Volume 532 532 15 1079 245 20 199 464 9 405 93 507 4 134 17 155 % App. Total 49.3 49.3 1.4 52.8 4.3 42.9 1.8 79.9 18.3 2.6 86.5 11 PHF .853 .985 .938 .918 .795 .625 .829 .800 .750 .708 .802 .724 .500 .838 .607 .824 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S FriPM
Site Code : 10822259
Start Date : 6/17/2022
Page No : 1
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Groups Printed- Passenger Vehicles
Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:00 PM 147 169 4 320 51 16 29 96 3 140 27 170 2 24 1 27 613 03:15 PM 80 88 4 172 35 4 28 67 2 67 22 91 0 20 7 27 357 03:30 PM 85 94 1 180 25 6 25 56 1 75 24 100 1 39 2 42 378 03:45 PM 100 128 2 230 26 15 31 72 3 115 17 135 2 39 5 46 483 Total 412 479 11 902 137 41 113 291 9 397 90 496 5 122 15 142 1831 04:00 PM 87 133 31 251 34 12 26 72 4 122 20 146 1 34 3 38 507 04:15 PM 96 124 8 228 31 10 34 75 2 84 11 97 1 14 2 17 417 04:30 PM 114 157 4 275 40 10 28 78 2 88 18 108 2 19 8 29 490 04:45 PM 111 148 6 265 48 5 21 74 2 49 14 65 1 28 0 29 433 Total 408 562 49 1019 153 37 109 299 10 343 63 416 5 95 13 113 1847 05:00 PM 126 123 4 253 45 10 28 83 1 54 24 79 1 15 4 20 435 05:15 PM 106 138 6 250 47 6 33 86 2 61 32 95 0 23 7 30 461 05:30 PM 113 126 5 244 46 6 36 88 7 62 14 83 2 23 3 28 443 05:45 PM 124 123 1 248 47 10 26 83 3 57 14 74 1 13 5 19 424 Total 469 510 16 995 185 32 123 340 13 234 84 331 4 74 19 97 1763 06:00 PM 153 134 4 291 44 6 43 93 2 37 7 46 1 9 3 13 443 06:15 PM 121 131 4 256 62 3 46 111 1 48 19 68 1 12 2 15 450 06:30 PM 121 131 4 256 62 3 46 111 1 48 19 68 1 12 2 15 450 06:45 PM 133 135 3 271 77 8 60 145 1 39 20 60 2 4 2 8 484 Total 528 531 15 1074 245 20 195 460 5 172 65 242 5 37 9 51 1827 Grand Total 1817 2082 91 3990 720 130 540 1390 37 1146 302 1485 19 328 56 403 7268 Apprch % 45.5 52.2 2.3 51.8 9.4 38.8 2.5 77.2 20.3 4.7 81.4 13.9 Total % 25 28.6 1.3 54.9 9.9 1.8 7.4 19.1 0.5 15.8 4.2 20.4 0.3 4.5 0.8 5.5 Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:45 PM to 04:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:45 PM
03:45 PM 100 128 2 230 26 15 31 72 3 115 17 135 2 39 5 46 483 04:00 PM 87 133 31 251 34 12 26 72 4 122 20 146 1 34 3 38 507 04:15 PM 96 124 8 228 31 10 34 75 2 84 11 97 1 14 2 17 417 04:30 PM 114 157 4 275 40 10 28 78 2 88 18 108 2 19 8 29 490 Total Volume 397 542 45 984 131 47 119 297 11 409 66 486 6 106 18 130 1897 % App. Total 40.3 55.1 4.6 44.1 15.8 40.1 2.3 84.2 13.6 4.6 81.5 13.8 PHF .871 .863 .363 .895 .819 .783 .875 .952 .688 .838 .825 .832 .750 .679 .563 .707 .935 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S FriPM
Site Code : 10822259
Start Date : 6/17/2022
Page No : 2
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Sawtelle Boulevard
Mattheson Avenue
I-405 Southbound Ramps
Sawtelle Boulevard
Right
45 Thru
542
Left
397
InOut Total
534 984 1518
Right
119
Thru
47 Left
131
OutTotal In
569 297 866
Left
11 Thru
409
Right
66 Out TotalIn
691 486 1177
Left
6 Thru
106
Right
18 TotalOut In
103 130 233
Peak Hour Begins at 03:45 PM

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 03:45 PM to 04:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
03:45 PM 03:45 PM 03:45 PM 03:45 PM
+0 mins. 100 128 2 230 26 15 31 72 3 115 17 135 2 39 5 46 +15 mins. 87 133 31 251 34 12 26 72 4 122 20 146 1 34 3 38 +30 mins. 96 124 8 228 31 10 34 75 2 84 11 97 1 14 2 17 +45 mins. 114 157 4 275 40 10 28 78 2 88 18 108 2 19 8 29 Total Volume 397 542 45 984 131 47 119 297 11 409 66 486 6 106 18 130 % App. Total 40.3 55.1 4.6 44.1 15.8 40.1 2.3 84.2 13.6 4.6 81.5 13.8 PHF .871 .863 .363 .895 .819 .783 .875 .952 .688 .838 .825 .832 .750 .679 .563 .707 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S FriPM
Site Code : 10822259
Start Date : 6/17/2022
Page No : 1
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Groups Printed- Medium Trucks
Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:00 PM 4 3 0 7 0 0 3 3 0 3 2 5 0 0 0 0 15
03:15 PM 1 3 0 4 0 0 2 2 0 0 0 0 0 0 0 0 6
03:30 PM 3 3 0 6 0 0 1 1 0 3 1 4 0 1 0 1 12
03:45 PM 1 1 1 3 0 0 1 1 0 2 0 2 0 1 0 1 7
Total 9 10 1 20 0 0 7 7 0 8 3 11 0 2 0 2 40
04:00 PM 2 2 0 4 0 0 0 0 0 1 1 2 0 0 0 0 6
04:15 PM 3 0 0 3 0 0 0 0 0 2 0 2 0 1 0 1 6
04:30 PM 3 0 0 3 1 0 0 1 0 1 0 1 0 0 0 0 5
04:45 PM 4 0 0 4 0 0 0 0 0 1 1 2 0 0 0 0 6
Total 12 2 0 14 1 0 0 1 0 5 2 7 0 1 0 1 23
05:00 PM 5 1 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6
05:15 PM 4 0 0 4 0 0 1 1 0 0 0 0 0 0 0 0 5
05:30 PM 1 1 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 10 2 0 12 0 0 1 1 0 1 0 1 0 0 0 0 14
06:00 PM 3 0 0 3 0 0 1 1 0 1 0 1 0 0 0 0 5
06:15 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
06:30 PM 0 1 0 1 0 0 2 2 0 0 1 1 0 0 0 0 4
06:45 PM 1 0 0 1 0 0 0 0 0 0 1 1 0 0 0 0 2
Total 4 1 0 5 0 0 4 4 0 1 2 3 0 0 0 0 12
Grand Total 35 15 1 51 1 0 12 13 0 15 7 22 0 3 0 3 89
Apprch % 68.6 29.4 2 7.7 0 92.3 0 68.2 31.8 0 100 0
Total % 39.3 16.9 1.1 57.3 1.1 0 13.5 14.6 0 16.9 7.9 24.7 0 3.4 0 3.4 Sawtelle Boulevard
Southbound
I-405 Southbound Ramps
Westbound
Sawtelle Boulevard
Northbound
Mattheson Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:45 PM to 04:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:45 PM
03:45 PM 1 1 1 3 0 0 1 1 0 2 0 2 0 1 0 1 7
04:00 PM 2 2 0 4 0 0 0 0 0 1 1 2 0 0 0 0 6
04:15 PM 3 0 0 3 0 0 0 0 0 2 0 2 0 1 0 1 6
04:30 PM 3 0 0 3 1 0 0 1 0 1 0 1 0 0 0 0 5
Total Volume 9 3 1 13 1 0 1 2 0 6 1 7 0 2 0 2 24
% App. Total 69.2 23.1 7.7 50 0 50 0 85.7 14.3 0 100 0 PHF .750 .375 .250 .813 .250 .000 .250 .500 .000 .750 .250 .875 .000 .500 .000 .500 .857 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S FriPM
Site Code : 10822259
Start Date : 6/17/2022
Page No : 2
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Sawtelle Boulevard
Mattheson Avenue
I-405 Southbound Ramps
Sawtelle Boulevard
Right
1 Thru
3 Left
9 InOut Total
7 13 20
Right
1 Thru
0 Left
1 OutTotal In
12 2 14
Left
0 Thru
6 Right
1 Out TotalIn
4 7 11
Left
0 Thru
2 Right
0 TotalOut In
1 2 3
Peak Hour Begins at 03:45 PM

Medium Trucks
Peak Hour Data
North
Peak Hour Analysis From 03:45 PM to 04:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
03:45 PM 03:45 PM 03:45 PM 03:45 PM
+0 mins. 1 1 1 3 0 0 1 1 0 2 0 2 0 1 0 1
+15 mins. 2 2 0 4 0 0 0 0 0 1 1 2 0 0 0 0
+30 mins. 3 0 0 3 0 0 0 0 0 2 0 2 0 1 0 1
+45 mins. 3 0 0 3 1 0 0 1 0 1 0 1 0 0 0 0
Total Volume 9 3 1 13 1 0 1 2 0 6 1 7 0 2 0 2
% App. Total 69.2 23.1 7.7 50 0 50 0 85.7 14.3 0 100 0 PHF .750 .375 .250 .813 .250 .000 .250 .500 .000 .750 .250 .875 .000 .500 .000 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : CUL_Sawtelle_405S FriPM
Site Code : 10822259
Start Date : 6/17/2022
Page No : 2
City of Culver City
N/S: Sawetelle Boulevard
E/W: Matteson Avenue/I-405 SB Ramps
Weather: Clear
Sawtelle Boulevard
Mattheson Avenue
I-405 Southbound Ramps
Sawtelle Boulevard
Right
0 Thru
0 Left
1 InOut Total
1 1 2
Right
0 Thru
0 Left
0 OutTotal In
1 0 1
Left
0 Thru
1 Right
0 Out TotalIn
0 1 1
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 03:45 PM

Heavy Trucks
Peak Hour Data
North
Peak Hour Analysis From 03:45 PM to 04:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
03:45 PM 03:45 PM 03:45 PM 03:45 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 1 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 1 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0
% App. Total 100 0 0 0 0 0 0 100 0 0 0 0
PHF .250 .000 .000 .250 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
Location: Date: 6/16/2022
N/S: Day: Thursday
E/W:

North Leg East Leg South Leg West Leg
Sawtelle Boulevard I ‐405 SB Ramps Sawtelle Boulevard Matteson Avenue Pedestrians Pedestrians Pedestrians Pedestrians
1022 5
0000 0
0003 3
0001 1
0003 3
1012 4
1010 2
0002 2
3 0 4 13 20
North Leg East Leg South Leg West Leg
Sawtelle Boulevard I ‐405 SB Ramps Sawtelle Boulevard Matteson Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0101 2
0000 0
0002 2
0401 5
2000 2
0103 4
1003 4
1002 3
3103 7
0100 1
0000 0
1010 2
0012 3
0420 6
0101 2
0000 0
8 13 4 18 43
6:15 PM
6:30 PM
6:45 PM
TOTAL VOLUMES:
3:00 PM
3:15 PM
3:30 PM
5:45 PM
6:00 PM
3:45 PM
4:00 PM
5:15 PM
5:30 PM
7:00 AM
7:15 AM
7:30 AM
TOTAL VOLUMES:
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Culver City
Sawtelle Boulevard
Matteson Ave/I‐405 SB Ramps

PEDESTRIANS
4:15 PM
4:30 PM
4:45 PM
5:00 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
Location: Date: 6/16/2022
N/S: Day: Thursday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000030000 3
000000000000 0
000000001000 1
000000000000 0
000000010000 1
000000041000 5
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 100000000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000010000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000010000 1
000000000000 0
000000000000 0
010000000000 1
000000000000 0
110000020000 4
Matteson Avenue
TOTAL VOLUMES:

Sawtelle Boulevard I ‐405 SB Ramps Sawtelle Boulevard Matteson Avenue Southbound Westbound Northbound Eastbound
6:30 PM
6:45 PM
Sawtelle Boulevard I ‐405 SB Ramps Sawtelle Boulevard
8:00 AM
3:45 PM
5:00 PM
5:15 PM
5:30 PM
8:15 AM
8:30 AM
8:45 AM
Eastbound
TOTAL VOLUMES:
3:00 PM
3:15 PM
3:30 PM
5:45 PM
6:00 PM
6:15 PM
7:45 AM
Southbound Westbound Northbound
Sawtelle Boulevard
Culver City

BICYCLES
7:30 AM
7:00 AM
7:15 AM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
Matteson Ave/I‐405 SB Ramps
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
Location: Date: 6/17/2022
N/S: Day: Friday
E/W:

North Leg East Leg South Leg West Leg
Sawtelle Boulevard I ‐405 SB Ramps Sawtelle Boulevard Matteson Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0011 2
0001 1
0013 4
1002 3
0001 1
0400 4
0001 1
0100 1
1529 1 7
North Leg East Leg South Leg West Leg
Sawtelle Boulevard I ‐405 SB Ramps Sawtelle Boulevard Matteson Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0100 1
0002 2
0000 0
0111 3
1020 3
1403 8
0100 1
0000 0
0000 0
0004 4
0012 3
0300 3
1220 5
0000 0
0000 0
0101 2
3 13 6 13 35
4:15 PM
4:30 PM
4:45 PM
5:00 PM
Culver City
Sawtelle Boulevard
Matteson Ave/I‐405 SB Ramps

PEDESTRIANS
7:00 AM
7:15 AM
7:30 AM
TOTAL VOLUMES:
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
6:15 PM
6:30 PM
6:45 PM
TOTAL VOLUMES:
3:00 PM
3:15 PM
3:30 PM
5:45 PM
6:00 PM
3:45 PM
4:00 PM
5:15 PM
5:30 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
Location: Date: 6/17/2022
N/S: Day: Friday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000020000 2
000000000000 0
010000000000 1
010000020000 3
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000100000 1
000000000000 0
000000000000 0
030000000000 3
000000000000 0
000000000000 0
000001000000 1
000000000000 0
000000000000 0
010100000000 2
000000000000 0
000000000000 0
040101100000 7
4:00 PM
4:15 PM
4:30 PM
4:45 PM
Matteson Ave/I‐405 SB Ramps
Sawtelle Boulevard
Culver City

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Eastbound
TOTAL VOLUMES:
3:00 PM
3:15 PM
3:30 PM
5:45 PM
6:00 PM
6:15 PM
7:45 AM
Southbound Westbound Northbound
6:30 PM
6:45 PM
Sawtelle Boulevard I ‐405 SB Ramps Sawtelle Boulevard
8:00 AM
3:45 PM
5:00 PM
5:15 PM
5:30 PM
8:15 AM
8:30 AM
8:45 AM
Matteson Avenue
TOTAL VOLUMES:

Sawtelle Boulevard I ‐405 SB Ramps Sawtelle Boulevard Matteson Avenue Southbound Westbound Northbound Eastbound
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268

Page 9 ends

kimley-horn.com 660 S Figueroa Street, Suite 2100, Los Angeles, CA 90017 213 261 4040

APPENDIX B – SYNCHRO 11 REPORTS

Lanes, Volumes, Timings Thursday Existing AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 11 35 6 167 24 238 7 378 107 628 121 11 Future Volume (vph) 11 35 6 167 24 238 7 378 107 628 121 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Frt 0.983 0.850 0.967 0.998
Flt Protected 0.990 0.958 0.999 0.960
Satd. Flow (prot) 0 1631 0 0 1785 1583 0 3248 0 0 3221 0 Flt Permitted 0.923 0.712 0.702 0.627
Satd. Flow (perm) 0 1521 0 0 1326 1583 0 2282 0 0 2104 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 7 127 47 2
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 995 797
Travel Time (s) 4.3 4.6 22.6 18.1
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 12 38 7 182 26 259 8 411 116 683 132 12 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 57 0 0 208 259 0 535 0 0 827 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.07 1.00 1.00 1.07 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Perm NA Perm NA custom Perm NA Perm NA
Protected Phases 4 8 2 1 2
Permitted Phases 4 8 8 1 2
Detector Phase 4 4 8 8 2 1 1 2 2
Switch Phase
Lanes, Volumes, Timings Thursday Existing AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 23.3 23.3 23.3 23.3 23.3 Total Split (s) 24.8 24.8 24.8 24.8 23.3 23.3 23.3 23.3 23.3 Total Split (%) 34.7% 34.7% 34.7% 34.7% 32.6% 32.6% 32.6% 32.6% 32.6% Maximum Green (s) 20.0 20.0 20.0 20.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 5.3 5.3 5.3
Lead/Lag Lag Lead Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max None None Max Max
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 13.0 13.0 6.0 11.0 11.0 6.0 6.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0
Act Effct Green (s) 15.6 15.6 38.5 17.4 18.1
Actuated g/C Ratio 0.23 0.23 0.58 0.26 0.27
v/c Ratio 0.16 0.67 0.27 0.85 3.30dl
Control Delay 19.1 34.6 4.3 36.8 234.5
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 19.1 34.6 4.3 36.8 234.5

LOS B C A D F
Approach Delay 19.1 17.8 36.8 234.5
Approach LOS B B D F
Intersection Summary
Area Type: Other
Cycle Length: 71.4
Actuated Cycle Length: 66.5
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.45
Intersection Signal Delay: 118.3 Intersection LOS: F
Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period (min) 15
dl Defacto Left Lane. Recode with 1 though lane as a left lane.

Splits and Phases: 3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps

Lanes, Volumes, Timings Thursday Option 1 AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 11 35 6 167 24 238 7 378 107 628 121 11 Future Volume (vph) 11 35 6 167 24 238 7 378 107 628 121 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.983 0.850 0.967 0.987
Flt Protected 0.990 0.958 0.950 0.950
Satd. Flow (prot) 0 1631 0 0 1785 1583 1770 1621 0 1770 1655 0 Flt Permitted 0.990 0.958 0.950 0.950
Satd. Flow (perm) 0 1631 0 0 1785 1583 1770 1621 0 1770 1655 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 5 259 11 4
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 412 315
Travel Time (s) 4.3 4.6 9.4 7.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 12 38 7 182 26 259 8 411 116 683 132 12 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 57 0 0 208 259 8 527 0 683 144 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.14 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Split NA Split NA pm+ov Prot NA Prot NA
Protected Phases 4 4 3 3 5 1 2 5 6
Permitted Phases 3
Detector Phase 4 4 3 3 5 1 2 5 6
Switch Phase
Lanes, Volumes, Timings Thursday Option 1 AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 23.3 23.3 23.3 23.3 23.3 Total Split (s) 24.8 24.8 24.8 24.8 37.0 37.0 33.4 37.0 33.4 Total Split (%) 20.7% 20.7% 20.7% 20.7% 30.8% 30.8% 27.8% 30.8% 27.8% Maximum Green (s) 20.0 20.0 20.0 20.0 31.7 31.7 28.1 31.7 28.1 Yellow Time (s) 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 5.3 5.3 5.3 5.3 5.3
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max C-Max Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 6.0 6.0 6.0 6.0 6.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 12.2 17.7 63.4 45.1 28.1 45.1 28.1
Actuated g/C Ratio 0.10 0.15 0.53 0.38 0.23 0.38 0.23
v/c Ratio 0.34 0.79 0.27 0.01 1.36 1.03 0.37
Control Delay 51.6 70.4 1.8 27.6 213.1 80.6 40.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 51.6 70.4 1.8 27.6 213.1 80.6 40.7

LOS D E A C F F D
Approach Delay 51.6 32.3 210.3 73.6
Approach LOS D C F E
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 37 (31%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.36
Intersection Signal Delay: 101.5 Intersection LOS: F
Intersection Capacity Utilization 91.2% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps

Lanes, Volumes, Timings Thursday Opt 2 AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 11 35 6 167 24 238 7 378 107 628 121 11 Future Volume (vph) 11 35 6 167 24 238 7 378 107 628 121 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 Frt 0.983 0.850 0.967 0.987
Flt Protected 0.990 0.958 0.950 0.950
Satd. Flow (prot) 0 1631 0 0 1785 1583 1770 3251 0 1770 1655 0 Flt Permitted 0.990 0.958 0.950 0.950
Satd. Flow (perm) 0 1631 0 0 1785 1583 1770 3251 0 1770 1655 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 5 259 25 3
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 412 315
Travel Time (s) 4.3 4.6 9.4 7.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 12 38 7 182 26 259 8 411 116 683 132 12 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 57 0 0 208 259 8 527 0 683 144 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.07 1.00 1.00 1.14 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Split NA Split NA pt+ov Prot NA Prot NA
Protected Phases 4 4 3 3 3 5 1 2 5 6
Permitted Phases
Detector Phase 4 4 3 3 3 5 1 2 5 6
Switch Phase
Lanes, Volumes, Timings Thursday Opt 2 AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 23.3 23.3 23.3 23.3 Total Split (s) 24.8 24.8 24.8 24.8 47.0 23.4 47.0 23.4 Total Split (%) 20.7% 20.7% 20.7% 20.7% 39.2% 19.5% 39.2% 19.5% Maximum Green (s) 20.0 20.0 20.0 20.0 41.7 18.1 41.7 18.1 Yellow Time (s) 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 5.3 5.3 5.3 5.3
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None None C-Max None C-Max
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 11.0 6.0 11.0 6.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0
Act Effct Green (s) 12.2 17.7 73.0 53.9 19.4 53.9 19.4
Actuated g/C Ratio 0.10 0.15 0.61 0.45 0.16 0.45 0.16
v/c Ratio 0.34 0.79 0.24 0.01 0.97 0.86 0.53
Control Delay 51.6 70.4 1.3 21.1 79.2 43.8 54.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 51.6 70.4 1.3 21.1 79.2 43.8 54.0

LOS D E A C E D D
Approach Delay 51.6 32.0 78.4 45.6
Approach LOS D C E D
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 47 (39%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 130
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.97
Intersection Signal Delay: 51.7 Intersection LOS: D
Intersection Capacity Utilization 78.7% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps

Lanes, Volumes, Timings Thursday Opt 3 AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 11 35 6 167 24 238 7 378 107 628 121 11 Future Volume (vph) 11 35 6 167 24 238 7 378 107 628 121 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 1.00 1.00 Frt 0.983 0.850 0.967 0.987
Flt Protected 0.990 0.958 0.950 0.950
Satd. Flow (prot) 0 1631 0 0 1785 1583 1770 1621 0 3433 1655 0 Flt Permitted 0.990 0.958 0.950 0.950
Satd. Flow (perm) 0 1631 0 0 1785 1583 1770 1621 0 3433 1655 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 5 259 12 4
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 412 315
Travel Time (s) 4.3 4.6 9.4 7.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 12 38 7 182 26 259 8 411 116 683 132 12 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 57 0 0 208 259 8 527 0 683 144 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 24 24
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.14 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Split NA Split NA pm+ov Prot NA Prot NA
Protected Phases 4 4 3 3 5 1 2 5 6
Permitted Phases 3
Detector Phase 4 4 3 3 5 1 2 5 6
Switch Phase
Lanes, Volumes, Timings Thursday Opt 3 AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 23.3 23.3 23.3 23.3 23.3 Total Split (s) 24.8 24.8 24.9 24.9 28.4 28.4 41.9 28.4 41.9 Total Split (%) 20.7% 20.7% 20.8% 20.8% 23.7% 23.7% 34.9% 23.7% 34.9% Maximum Green (s) 20.0 20.0 20.1 20.1 23.1 23.1 36.6 23.1 36.6 Yellow Time (s) 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 5.3 5.3 5.3 5.3 5.3
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max C-Max Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 6.0 6.0 6.0 6.0 6.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 12.2 17.8 54.9 36.6 36.6 36.6 36.6
Actuated g/C Ratio 0.10 0.15 0.46 0.30 0.30 0.30 0.30
v/c Ratio 0.34 0.79 0.30 0.01 1.05 0.65 0.28
Control Delay 51.6 70.2 2.4 33.7 93.8 41.6 32.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 51.6 70.2 2.4 33.7 93.8 41.6 32.7

LOS D E A C F D C
Approach Delay 51.6 32.6 92.9 40.0
Approach LOS D C F D
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 28.4 (24%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.05
Intersection Signal Delay: 53.5 Intersection LOS: D
Intersection Capacity Utilization 74.3% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps

Lanes, Volumes, Timings Thursday Opt 4 AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 11 35 6 167 24 238 7 378 107 628 121 11 Future Volume (vph) 11 35 6 167 24 238 7 378 107 628 121 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Frt 0.983 0.850 0.967 0.987
Flt Protected 0.990 0.958 0.950 0.950
Satd. Flow (prot) 0 1631 0 0 1785 1583 1770 1621 0 1770 3319 0 Flt Permitted 0.990 0.958 0.950 0.950
Satd. Flow (perm) 0 1631 0 0 1785 1583 1770 1621 0 1770 3319 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 4 259 9 6
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 412 315
Travel Time (s) 4.3 4.6 9.4 7.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 12 38 7 182 26 259 8 411 116 683 132 12 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 57 0 0 208 259 8 527 0 683 144 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.07 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Split NA Split NA pm+ov Prot NA Prot NA
Protected Phases 4 4 3 3 5 1 2 5 6
Permitted Phases 3
Detector Phase 4 4 3 3 5 1 2 5 6
Switch Phase
Lanes, Volumes, Timings Thursday Opt 4 AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 23.3 23.3 23.3 23.3 23.3 Total Split (s) 24.8 24.8 24.8 24.8 54.0 54.0 46.4 54.0 46.4 Total Split (%) 16.5% 16.5% 16.5% 16.5% 36.0% 36.0% 30.9% 36.0% 30.9% Maximum Green (s) 20.0 20.0 20.0 20.0 48.7 48.7 41.1 48.7 41.1 Yellow Time (s) 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 5.3 5.3 5.3 5.3 5.3
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max C-Max Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 6.0 6.0 6.0 6.0 6.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 12.5 19.4 80.1 60.2 41.1 60.2 41.1
Actuated g/C Ratio 0.08 0.13 0.53 0.40 0.27 0.40 0.27
v/c Ratio 0.41 0.90 0.27 0.01 1.17 0.96 0.16
Control Delay 69.6 102.0 1.9 30.1 144.5 70.2 40.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 69.6 102.0 1.9 30.1 144.5 70.2 40.1

LOS E F A C F E D
Approach Delay 69.6 46.5 142.8 65.0
Approach LOS E D F E
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 54 (36%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.17
Intersection Signal Delay: 82.6 Intersection LOS: F
Intersection Capacity Utilization 91.2% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps

Lanes, Volumes, Timings Thursday Existing PM
3: 07/22/2022
City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 7 119 10 150 31 141 15 367 72 485 623 18 Future Volume (vph) 7 119 10 150 31 141 15 367 72 485 623 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Frt 0.990 0.850 0.976 0.998
Flt Protected 0.997 0.960 0.998 0.979
Satd. Flow (prot) 0 1607 0 0 1737 1538 0 3181 0 0 3191 0 Flt Permitted 0.981 0.667 0.649 0.659
Satd. Flow (perm) 0 1582 0 0 1207 1538 0 2069 0 0 2148 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 6 135 29 2
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 1005 811
Travel Time (s) 4.3 4.6 22.8 18.4
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 8 129 11 163 34 153 16 399 78 527 677 20 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 148 0 0 197 153 0 493 0 0 1224 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.07 1.00 1.00 1.07 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Perm NA Perm NA custom Perm NA Perm NA
Protected Phases 4 8 2 1 2
Permitted Phases 4 8 8 1 2
Detector Phase 4 4 8 8 2 1 1 2 2
Switch Phase
Lanes, Volumes, Timings Thursday Existing PM
3: 07/22/2022
City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 23.3 23.3 23.3 23.3 23.3 Total Split (s) 24.8 24.8 24.8 24.8 23.3 23.3 23.3 23.3 23.3 Total Split (%) 34.7% 34.7% 34.7% 34.7% 32.6% 32.6% 32.6% 32.6% 32.6% Maximum Green (s) 20.0 20.0 20.0 20.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 5.3 5.3 5.3
Lead/Lag Lag Lead Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max None None Max Max
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 13.0 13.0 6.0 11.0 11.0 6.0 6.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0
Act Effct Green (s) 15.9 15.9 38.8 17.5 18.1
Actuated g/C Ratio 0.24 0.24 0.58 0.26 0.27
v/c Ratio 0.39 0.69 0.16 0.88 2.52dl
Control Delay 23.7 36.6 2.1 42.6 524.2
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 23.7 36.6 2.1 42.6 524.2

LOS C D A D F
Approach Delay 23.7 21.5 42.6 524.2
Approach LOS C C D F
Intersection Summary
Area Type: Other
Cycle Length: 71.4
Actuated Cycle Length: 66.9
Natural Cycle: 150
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 2.11
Intersection Signal Delay: 304.1 Intersection LOS: F
Intersection Capacity Utilization 81.6% ICU Level of Service D Analysis Period (min) 15
dl Defacto Left Lane. Recode with 1 though lane as a left lane.

Splits and Phases: 3:

Lanes, Volumes, Timings Thursday Option 1 PM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 7 119 10 150 31 141 15 367 72 485 623 18 Future Volume (vph) 7 119 10 150 31 141 15 367 72 485 623 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.990 0.850 0.975 0.996
Flt Protected 0.997 0.960 0.950 0.950
Satd. Flow (prot) 0 1655 0 0 1788 1583 1770 1635 0 1770 1670 0 Flt Permitted 0.997 0.960 0.950 0.950
Satd. Flow (perm) 0 1655 0 0 1788 1583 1770 1635 0 1770 1670 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 3 153 8 1
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 412 315
Travel Time (s) 4.3 4.6 9.4 7.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 8 129 11 163 34 153 16 399 78 527 677 20 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 148 0 0 197 153 16 477 0 527 697 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.14 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Split NA Split NA pt+ov Prot NA Prot NA
Protected Phases 4 4 3 3 3 5 1 2 5 6
Permitted Phases
Detector Phase 4 4 3 3 3 5 1 2 5 6
Switch Phase
Lanes, Volumes, Timings Thursday Option 1 PM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 5.0 15.0 5.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 9.5 23.3 9.5 23.3 Total Split (s) 24.8 24.8 24.8 24.8 28.0 42.4 28.0 42.4 Total Split (%) 20.7% 20.7% 20.7% 20.7% 23.3% 35.3% 23.3% 35.3% Maximum Green (s) 20.0 20.0 20.0 20.0 23.5 37.1 23.5 37.1 Yellow Time (s) 3.6 3.6 3.6 3.6 3.5 4.3 3.5 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 4.5 5.3 4.5 5.3
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None None C-Max None C-Max
Walk Time (s) 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 6.0 6.0
Pedestrian Calls (#/hr) 0 0 0 0
Act Effct Green (s) 15.9 17.2 47.3 13.3 37.1 30.4 37.1
Actuated g/C Ratio 0.13 0.14 0.39 0.11 0.31 0.25 0.31
v/c Ratio 0.67 0.77 0.21 0.08 0.93 1.18 1.35
Control Delay 63.2 68.8 2.9 43.2 66.6 140.8 204.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 63.2 68.8 2.9 43.2 66.6 140.8 204.5

LOS E E A D E F F
Approach Delay 63.2 39.9 65.8 177.0
Approach LOS E D E F
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 28 (23%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.35
Intersection Signal Delay: 123.0 Intersection LOS: F
Intersection Capacity Utilization 86.7% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps

Lanes, Volumes, Timings Thursday Option 2 PM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 7 119 10 150 31 141 15 367 72 485 623 18 Future Volume (vph) 7 119 10 150 31 141 15 367 72 485 623 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 Frt 0.990 0.850 0.975 0.996
Flt Protected 0.997 0.960 0.950 0.950
Satd. Flow (prot) 0 1655 0 0 1788 1583 1770 3278 0 1770 1670 0 Flt Permitted 0.997 0.960 0.950 0.950
Satd. Flow (perm) 0 1655 0 0 1788 1583 1770 3278 0 1770 1670 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 3 153 20 1
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 412 315
Travel Time (s) 4.3 4.6 9.4 7.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 8 129 11 163 34 153 16 399 78 527 677 20 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 148 0 0 197 153 16 477 0 527 697 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.07 1.00 1.00 1.14 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Split NA Split NA pt+ov Prot NA Prot NA
Protected Phases 4 4 3 3 3 5 1 2 5 6
Permitted Phases
Detector Phase 4 4 3 3 3 5 1 2 5 6
Switch Phase
Lanes, Volumes, Timings Thursday Option 2 PM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 5.0 15.0 5.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 9.5 23.3 9.5 23.3 Total Split (s) 24.8 24.8 24.8 24.8 28.0 42.4 28.0 42.4 Total Split (%) 20.7% 20.7% 20.7% 20.7% 23.3% 35.3% 23.3% 35.3% Maximum Green (s) 20.0 20.0 20.0 20.0 23.5 37.1 23.5 37.1 Yellow Time (s) 3.6 3.6 3.6 3.6 3.5 4.3 3.5 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 4.5 5.3 4.5 5.3
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None None C-Max None C-Max
Walk Time (s) 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 6.0 6.0
Pedestrian Calls (#/hr) 0 0 0 0
Act Effct Green (s) 15.9 17.2 47.3 13.3 37.1 30.4 37.1
Actuated g/C Ratio 0.13 0.14 0.39 0.11 0.31 0.25 0.31
v/c Ratio 0.67 0.77 0.21 0.08 0.46 1.18 1.35
Control Delay 63.2 68.8 2.9 43.2 33.7 140.8 204.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 63.2 68.8 2.9 43.2 33.7 140.8 204.5

LOS E E A D C F F
Approach Delay 63.2 39.9 34.0 177.0
Approach LOS E D C F
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 28 (23%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.35
Intersection Signal Delay: 115.9 Intersection LOS: F
Intersection Capacity Utilization 75.5% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps

Lanes, Volumes, Timings Thursday Opt 3 PM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 08/04/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 7 119 10 150 31 141 15 367 72 485 623 18 Future Volume (vph) 7 119 10 150 31 141 15 367 72 485 623 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 1.00 1.00 Frt 0.990 0.850 0.975 0.996
Flt Protected 0.997 0.960 0.950 0.950
Satd. Flow (prot) 0 1655 0 0 1788 1583 1770 1635 0 3433 1670 0 Flt Permitted 0.997 0.960 0.950 0.950
Satd. Flow (perm) 0 1655 0 0 1788 1583 1770 1635 0 3433 1670 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 3 153 9 1
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 412 822
Travel Time (s) 4.3 4.6 9.4 18.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 8 129 11 163 34 153 16 399 78 527 677 20 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 148 0 0 197 153 16 477 0 527 697 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 24 24
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.14 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Split NA Split NA pt+ov Prot NA Prot NA
Protected Phases 4 4 3 3 3 5 1 2 5 6
Permitted Phases
Detector Phase 4 4 3 3 3 5 1 2 5 6
Switch Phase
Lanes, Volumes, Timings Thursday Opt 3 PM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 08/04/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 5.0 15.0 5.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 9.5 23.3 9.5 23.3 Total Split (s) 24.8 24.8 24.8 24.8 21.0 49.4 21.0 49.4 Total Split (%) 20.7% 20.7% 20.7% 20.7% 17.5% 41.2% 17.5% 41.2% Maximum Green (s) 20.0 20.0 20.0 20.0 16.5 44.1 16.5 44.1 Yellow Time (s) 3.6 3.6 3.6 3.6 3.5 4.3 3.5 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 4.5 5.3 4.5 5.3
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None None C-Max None C-Max
Walk Time (s) 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 6.0 6.0
Pedestrian Calls (#/hr) 0 0 0 0
Act Effct Green (s) 15.9 17.2 40.1 10.5 44.4 23.1 44.4
Actuated g/C Ratio 0.13 0.14 0.33 0.09 0.37 0.19 0.37
v/c Ratio 0.67 0.77 0.24 0.10 0.78 0.80 1.13
Control Delay 63.2 68.8 3.6 48.3 43.5 57.3 112.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 63.2 68.8 3.6 48.3 43.5 57.3 112.8

LOS E E A D D E F
Approach Delay 63.2 40.3 43.7 88.9
Approach LOS E D D F
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 34 (28%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 135
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.13
Intersection Signal Delay: 69.4 Intersection LOS: E
Intersection Capacity Utilization 74.2% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps

Lanes, Volumes, Timings Thursday Opt 4 PM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 7 119 10 150 31 141 15 367 72 485 623 18 Future Volume (vph) 7 119 10 150 31 141 15 367 72 485 623 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Frt 0.990 0.850 0.975 0.996
Flt Protected 0.997 0.960 0.950 0.950
Satd. Flow (prot) 0 1655 0 0 1788 1583 1770 1635 0 1770 3349 0 Flt Permitted 0.997 0.960 0.950 0.950
Satd. Flow (perm) 0 1655 0 0 1788 1583 1770 1635 0 1770 3349 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 3 153 8 2
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 412 315
Travel Time (s) 4.3 4.6 9.4 7.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 8 129 11 163 34 153 16 399 78 527 677 20 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 148 0 0 197 153 16 477 0 527 697 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.07 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Split NA Split NA pt+ov Prot NA Prot NA
Protected Phases 4 4 3 3 3 5 1 2 5 6
Permitted Phases
Detector Phase 4 4 3 3 3 5 1 2 5 6
Switch Phase
Lanes, Volumes, Timings Thursday Opt 4 PM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 5.0 15.0 5.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 9.5 23.3 9.5 23.3 Total Split (s) 24.8 24.8 24.8 24.8 34.0 36.4 34.0 36.4 Total Split (%) 20.7% 20.7% 20.7% 20.7% 28.3% 30.3% 28.3% 30.3% Maximum Green (s) 20.0 20.0 20.0 20.0 29.5 31.1 29.5 31.1 Yellow Time (s) 3.6 3.6 3.6 3.6 3.5 4.3 3.5 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 4.5 5.3 4.5 5.3
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None None C-Max None C-Max
Walk Time (s) 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 6.0 6.0
Pedestrian Calls (#/hr) 0 0 0 0
Act Effct Green (s) 15.9 17.2 53.3 15.7 31.1 36.4 31.1
Actuated g/C Ratio 0.13 0.14 0.44 0.13 0.26 0.30 0.26
v/c Ratio 0.67 0.77 0.19 0.07 1.11 0.98 0.80
Control Delay 63.2 68.8 2.3 39.2 118.3 77.6 49.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 63.2 68.8 2.3 39.2 118.3 77.6 49.6

LOS E E A D F E D
Approach Delay 63.2 39.7 115.8 61.6
Approach LOS E D F E
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 34 (28%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.11
Intersection Signal Delay: 70.3 Intersection LOS: E
Intersection Capacity Utilization 86.7% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps

Lanes, Volumes, Timings Friday Existing AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 8 26 7 212 21 254 5 298 80 545 142 8 Future Volume (vph) 8 26 7 212 21 254 5 298 80 545 142 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Frt 0.976 0.850 0.969 0.998
Flt Protected 0.990 0.957 0.999 0.962
Satd. Flow (prot) 0 1620 0 0 1783 1583 0 3255 0 0 3228 0 Flt Permitted 0.928 0.713 0.718 0.616
Satd. Flow (perm) 0 1518 0 0 1328 1583 0 2339 0 0 2067 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 8 203 44 2
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 412 315
Travel Time (s) 4.3 4.6 9.4 7.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 9 28 8 230 23 276 5 324 87 592 154 9
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 45 0 0 253 276 0 416 0 0 755 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.07 1.00 1.00 1.07 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Perm NA Perm NA custom Perm NA Perm NA
Protected Phases 4 8 2 1 2
Permitted Phases 4 8 8 1 2
Detector Phase 4 4 8 8 2 1 1 2 2
Switch Phase
Lanes, Volumes, Timings Friday Existing AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 23.3 23.3 23.3 23.3 23.3 Total Split (s) 24.8 24.8 24.8 24.8 23.3 23.3 23.3 23.3 23.3 Total Split (%) 34.7% 34.7% 34.7% 34.7% 32.6% 32.6% 32.6% 32.6% 32.6% Maximum Green (s) 20.0 20.0 20.0 20.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 5.3 5.3 5.3
Lead/Lag Lag Lead Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max None None Max Max
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 13.0 13.0 6.0 11.0 11.0 6.0 6.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0
Act Effct Green (s) 16.8 16.8 39.7 16.3 18.1
Actuated g/C Ratio 0.25 0.25 0.60 0.24 0.27
v/c Ratio 0.12 0.76 0.27 0.69 2.55dl
Control Delay 17.3 39.2 2.7 27.5 192.3
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 17.3 39.2 2.7 27.5 192.3

LOS B D A C F
Approach Delay 17.3 20.2 27.5 192.3
Approach LOS B C C F
Intersection Summary
Area Type: Other
Cycle Length: 71.4
Actuated Cycle Length: 66.7
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.35
Intersection Signal Delay: 96.3 Intersection LOS: F
Intersection Capacity Utilization 75.0% ICU Level of Service D Analysis Period (min) 15
dl Defacto Left Lane. Recode with 1 though lane as a left lane.

Splits and Phases: 3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps

Lanes, Volumes, Timings Friday Opt 1 AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 8 26 7 212 21 254 5 298 80 545 142 8 Future Volume (vph) 8 26 7 212 21 254 5 298 80 545 142 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.976 0.850 0.968 0.992
Flt Protected 0.990 0.957 0.950 0.950
Satd. Flow (prot) 0 1620 0 0 1783 1583 1770 1623 0 1770 1663 0 Flt Permitted 0.990 0.957 0.950 0.950
Satd. Flow (perm) 0 1620 0 0 1783 1583 1770 1623 0 1770 1663 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 8 276 10 2
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 412 315
Travel Time (s) 4.3 4.6 9.4 7.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 9 28 8 230 23 276 5 324 87 592 154 9
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 45 0 0 253 276 5 411 0 592 163 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.14 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Split NA Split NA pm+ov Prot NA Prot NA
Protected Phases 4 4 3 3 5 1 2 5 6
Permitted Phases 3
Detector Phase 4 4 3 3 5 1 2 5 6
Switch Phase
Lanes, Volumes, Timings Friday Opt 1 AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 07/22/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 23.3 23.3 23.3 23.3 23.3 Total Split (s) 24.8 24.8 24.8 24.8 39.0 39.0 31.4 39.0 31.4 Total Split (%) 20.7% 20.7% 20.7% 20.7% 32.5% 32.5% 26.2% 32.5% 26.2% Maximum Green (s) 20.0 20.0 20.0 20.0 33.7 33.7 26.1 33.7 26.1 Yellow Time (s) 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 5.3 5.3 5.3 5.3 5.3
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max C-Max Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 6.0 6.0 6.0 6.0 6.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 12.0 19.3 65.6 45.8 26.1 45.8 26.1
Actuated g/C Ratio 0.10 0.16 0.55 0.38 0.22 0.38 0.22
v/c Ratio 0.27 0.88 0.28 0.01 1.14 0.88 0.45
Control Delay 47.2 80.0 1.7 25.8 133.4 51.8 44.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 47.2 80.0 1.7 25.8 133.4 51.8 44.8

LOS D F A C F D D
Approach Delay 47.2 39.2 132.1 50.3
Approach LOS D D F D
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 39 (33%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.14
Intersection Signal Delay: 66.3 Intersection LOS: E
Intersection Capacity Utilization 83.1% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps

Lanes, Volumes, Timings Friday Opt 2 AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 08/05/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 8 26 7 212 21 254 5 298 80 545 142 8 Future Volume (vph) 8 26 7 212 21 254 5 298 80 545 142 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 Frt 0.976 0.850 0.968 0.992
Flt Protected 0.990 0.957 0.950 0.950
Satd. Flow (prot) 0 1620 0 0 1783 1583 1770 3255 0 1770 1663 0 Flt Permitted 0.990 0.957 0.950 0.950
Satd. Flow (perm) 0 1620 0 0 1783 1583 1770 3255 0 1770 1663 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 8 276 24 2
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 412 315
Travel Time (s) 4.3 4.6 9.4 7.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 9 28 8 230 23 276 5 324 87 592 154 9
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 45 0 0 253 276 5 411 0 592 163 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.07 1.00 1.00 1.14 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Split NA Split NA pm+ov Prot NA Prot NA
Protected Phases 4 4 3 3 5 1 2 5 6
Permitted Phases 3
Detector Phase 4 4 3 3 5 1 2 5 6
Switch Phase
Lanes, Volumes, Timings Friday Opt 2 AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 08/05/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 23.3 23.3 23.3 23.3 23.3 Total Split (s) 24.8 24.8 24.8 24.8 46.4 46.4 24.0 46.4 24.0 Total Split (%) 20.7% 20.7% 20.7% 20.7% 38.7% 38.7% 20.0% 38.7% 20.0% Maximum Green (s) 20.0 20.0 20.0 20.0 41.1 41.1 18.7 41.1 18.7 Yellow Time (s) 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 5.3 5.3 5.3 5.3 5.3
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 11.0 11.0 6.0 11.0 6.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 12.0 19.3 66.8 47.0 24.9 47.0 24.9
Actuated g/C Ratio 0.10 0.16 0.56 0.39 0.21 0.39 0.21
v/c Ratio 0.27 0.88 0.27 0.01 0.59 0.85 0.47
Control Delay 47.2 80.0 1.4 21.2 46.8 46.4 49.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 47.2 80.0 1.4 21.2 46.8 46.4 49.9

LOS D F A C D D D
Approach Delay 47.2 39.0 46.5 47.1
Approach LOS D D D D
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 46.4 (39%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 110
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.88
Intersection Signal Delay: 44.5 Intersection LOS: D
Intersection Capacity Utilization 75.0% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps

Lanes, Volumes, Timings Friday Opt 3 AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 08/05/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 8 26 7 212 21 254 5 298 80 545 142 8 Future Volume (vph) 8 26 7 212 21 254 5 298 80 545 142 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 1.00 1.00 Frt 0.976 0.850 0.968 0.992
Flt Protected 0.990 0.957 0.950 0.950
Satd. Flow (prot) 0 1620 0 0 1783 1583 1770 1623 0 3433 1663 0 Flt Permitted 0.990 0.957 0.950 0.950
Satd. Flow (perm) 0 1620 0 0 1783 1583 1770 1623 0 3433 1663 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 8 276 11 2
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 412 315
Travel Time (s) 4.3 4.6 9.4 7.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 9 28 8 230 23 276 5 324 87 592 154 9
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 45 0 0 253 276 5 411 0 592 163 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 24 24
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.14 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Split NA Split NA pm+ov Prot NA Prot NA
Protected Phases 4 4 3 3 5 1 2 5 6
Permitted Phases 3
Detector Phase 4 4 3 3 5 1 2 5 6
Switch Phase
Lanes, Volumes, Timings Friday Opt 3 AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 08/05/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 23.3 23.3 23.3 23.3 23.3 Total Split (s) 24.8 24.8 25.4 25.4 29.0 29.0 40.8 29.0 40.8 Total Split (%) 20.7% 20.7% 21.2% 21.2% 24.2% 24.2% 34.0% 24.2% 34.0% Maximum Green (s) 20.0 20.0 20.6 20.6 23.7 23.7 35.5 23.7 35.5 Yellow Time (s) 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 5.3 5.3 5.3 5.3 5.3
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max C-Max Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 6.0 6.0 6.0 6.0 6.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 12.0 19.6 56.2 36.1 35.5 36.1 35.5
Actuated g/C Ratio 0.10 0.16 0.47 0.30 0.30 0.30 0.30
v/c Ratio 0.27 0.87 0.31 0.01 0.84 0.57 0.33
Control Delay 47.2 77.2 2.3 32.8 55.6 39.6 34.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 47.2 77.2 2.3 32.8 55.6 39.6 34.9

LOS D E A C E D C
Approach Delay 47.2 38.2 55.4 38.6
Approach LOS D D E D
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 29 (24%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 100
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.87
Intersection Signal Delay: 42.7 Intersection LOS: D
Intersection Capacity Utilization 68.4% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps

Lanes, Volumes, Timings Friday Opt 4 AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 08/05/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 8 26 7 212 21 254 5 298 80 545 142 8 Future Volume (vph) 8 26 7 212 21 254 5 298 80 545 142 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Frt 0.976 0.850 0.968 0.992
Flt Protected 0.990 0.957 0.950 0.950
Satd. Flow (prot) 0 1620 0 0 1783 1583 1770 1623 0 1770 3335 0 Flt Permitted 0.990 0.957 0.950 0.950
Satd. Flow (perm) 0 1620 0 0 1783 1583 1770 1623 0 1770 3335 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 8 276 10 4
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 412 315
Travel Time (s) 4.3 4.6 9.4 7.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 9 28 8 230 23 276 5 324 87 592 154 9
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 45 0 0 253 276 5 411 0 592 163 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.07 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Split NA Split NA pm+ov Prot NA Prot NA
Protected Phases 4 4 3 3 5 1 2 5 6
Permitted Phases 3
Detector Phase 4 4 3 3 5 1 2 5 6
Switch Phase
Lanes, Volumes, Timings Friday Opt 4 AM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 08/05/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 23.3 23.3 23.3 23.3 23.3 Total Split (s) 24.8 24.8 24.8 24.8 39.0 39.0 31.4 39.0 31.4 Total Split (%) 20.7% 20.7% 20.7% 20.7% 32.5% 32.5% 26.2% 32.5% 26.2% Maximum Green (s) 20.0 20.0 20.0 20.0 33.7 33.7 26.1 33.7 26.1 Yellow Time (s) 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 5.3 5.3 5.3 5.3 5.3
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max C-Max Max C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 6.0 6.0 6.0 6.0 6.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 12.0 19.3 65.6 45.8 26.1 45.8 26.1
Actuated g/C Ratio 0.10 0.16 0.55 0.38 0.22 0.38 0.22
v/c Ratio 0.27 0.88 0.28 0.01 1.14 0.88 0.22
Control Delay 47.2 80.0 1.7 25.8 133.4 51.8 38.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 47.2 80.0 1.7 25.8 133.4 51.8 38.6

LOS D F A C F D D
Approach Delay 47.2 39.2 132.1 48.9
Approach LOS D D F D
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 39 (33%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.14
Intersection Signal Delay: 65.8 Intersection LOS: E
Intersection Capacity Utilization 83.1% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps

Lanes, Volumes, Timings Friday Existing PM
3: Matteson Ave/I-405 SB Off-Ramps & Sawtelle Blvd 08/05/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 6 108 18 132 47 120 11 416 67 407 545 46 Future Volume (vph) 6 108 18 132 47 120 11 416 67 407 545 46 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Frt 0.981 0.850 0.980 0.993
Flt Protected 0.998 0.964 0.999 0.980
Satd. Flow (prot) 0 1641 0 0 1796 1583 0 3292 0 0 3272 0 Flt Permitted 0.983 0.698 0.676 0.654
Satd. Flow (perm) 0 1617 0 0 1300 1583 0 2227 0 0 2184 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 11 101 23 6
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 412 315
Travel Time (s) 4.3 4.6 9.4 7.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 7 117 20 143 51 130 12 452 73 442 592 50 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 144 0 0 194 130 0 537 0 0 1084 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.07 1.00 1.00 1.07 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Perm NA Perm NA custom Perm NA Perm NA
Protected Phases 4 8 2 1 2
Permitted Phases 4 8 8 1 2
Detector Phase 4 4 8 8 2 1 1 2 2
Switch Phase
Lanes, Volumes, Timings Friday Existing PM
3: Matteson Ave/I-405 SB Off-Ramps & Sawtelle Blvd 08/05/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 15.0 15.0 15.0 15.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 23.3 23.3 23.3 23.3 23.3 Total Split (s) 24.8 24.8 24.8 24.8 23.3 23.3 23.3 23.3 23.3 Total Split (%) 34.7% 34.7% 34.7% 34.7% 32.6% 32.6% 32.6% 32.6% 32.6% Maximum Green (s) 20.0 20.0 20.0 20.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 5.3 5.3 5.3
Lead/Lag Lag Lead Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max None None Max Max
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 13.0 13.0 6.0 11.0 11.0 6.0 6.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0
Act Effct Green (s) 15.3 15.3 38.1 17.7 18.1
Actuated g/C Ratio 0.23 0.23 0.57 0.27 0.27
v/c Ratio 0.38 0.65 0.14 0.88 2.10dl
Control Delay 22.9 34.2 2.6 41.8 395.7
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 22.9 34.2 2.6 41.8 395.7

LOS C C A D F
Approach Delay 22.9 21.5 41.8 395.7
Approach LOS C C D F
Intersection Summary
Area Type: Other
Cycle Length: 71.4
Actuated Cycle Length: 66.5
Natural Cycle: 130
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.82
Intersection Signal Delay: 221.0 Intersection LOS: F
Intersection Capacity Utilization 79.1% ICU Level of Service D Analysis Period (min) 15
dl Defacto Left Lane. Recode with 1 though lane as a left lane.

Splits and Phases: 3: Matteson Ave/I-405 SB Off-Ramps & Sawtelle Blvd

Lanes, Volumes, Timings Friday Opt 1 PM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 08/05/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 6 108 18 132 47 120 11 416 67 407 545 46 Future Volume (vph) 6 108 18 132 47 120 11 416 67 407 545 46 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.981 0.850 0.979 0.988
Flt Protected 0.998 0.964 0.950 0.950
Satd. Flow (prot) 0 1641 0 0 1796 1583 1770 1641 0 1770 1656 0 Flt Permitted 0.998 0.964 0.950 0.950
Satd. Flow (perm) 0 1641 0 0 1796 1583 1770 1641 0 1770 1656 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 6 130 7 4
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 412 315
Travel Time (s) 4.3 4.6 9.4 7.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 7 117 20 143 51 130 12 452 73 442 592 50 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 144 0 0 194 130 12 525 0 442 642 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.14 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Split NA Split NA pm+ov Prot NA Prot NA
Protected Phases 4 4 3 3 5 1 2 5 6
Permitted Phases 3
Detector Phase 4 4 3 3 5 1 2 5 6
Switch Phase
Lanes, Volumes, Timings Friday Opt 1 PM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 08/05/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 5.0 5.0 15.0 5.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 9.5 9.5 23.3 9.5 23.3 Total Split (s) 24.8 24.8 24.8 24.8 27.0 27.0 43.4 27.0 43.4 Total Split (%) 20.7% 20.7% 20.7% 20.7% 22.5% 22.5% 36.2% 22.5% 36.2% Maximum Green (s) 20.0 20.0 20.0 20.0 22.5 22.5 38.1 22.5 38.1 Yellow Time (s) 3.6 3.6 3.6 3.6 3.5 3.5 4.3 3.5 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 4.5 4.5 5.3 4.5 5.3
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 6.0 6.0
Pedestrian Calls (#/hr) 0 0 0 0
Act Effct Green (s) 15.6 17.1 47.2 12.9 38.1 29.7 38.1
Actuated g/C Ratio 0.13 0.14 0.39 0.11 0.32 0.25 0.32
v/c Ratio 0.66 0.76 0.19 0.06 1.00 1.01 1.22
Control Delay 61.7 68.1 3.0 43.2 80.2 91.3 149.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 61.7 68.1 3.0 43.2 80.2 91.3 149.9

LOS E E A D F F F
Approach Delay 61.7 42.0 79.4 126.0
Approach LOS E D E F
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 27 (23%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.22
Intersection Signal Delay: 96.5 Intersection LOS: F
Intersection Capacity Utilization 84.7% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps

Lanes, Volumes, Timings Friday Opt 2 PM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 08/05/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 6 108 18 132 47 120 11 416 67 407 545 46 Future Volume (vph) 6 108 18 132 47 120 11 416 67 407 545 46 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 Frt 0.981 0.850 0.979 0.988
Flt Protected 0.998 0.964 0.950 0.950
Satd. Flow (prot) 0 1641 0 0 1796 1583 1770 3292 0 1770 1656 0 Flt Permitted 0.998 0.964 0.950 0.950
Satd. Flow (perm) 0 1641 0 0 1796 1583 1770 3292 0 1770 1656 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 6 130 16 4
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 412 315
Travel Time (s) 4.3 4.6 9.4 7.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 7 117 20 143 51 130 12 452 73 442 592 50 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 144 0 0 194 130 12 525 0 442 642 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.07 1.00 1.00 1.14 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Split NA Split NA pt+ov Prot NA Prot NA
Protected Phases 4 4 3 3 3 5 1 2 5 6
Permitted Phases
Detector Phase 4 4 3 3 3 5 1 2 5 6
Switch Phase
Lanes, Volumes, Timings Friday Opt 2 PM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 08/05/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 5.0 15.0 5.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 9.5 23.3 9.5 23.3 Total Split (s) 24.8 24.8 24.8 24.8 27.0 43.4 27.0 43.4 Total Split (%) 20.7% 20.7% 20.7% 20.7% 22.5% 36.2% 22.5% 36.2% Maximum Green (s) 20.0 20.0 20.0 20.0 22.5 38.1 22.5 38.1 Yellow Time (s) 3.6 3.6 3.6 3.6 3.5 4.3 3.5 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 4.5 5.3 4.5 5.3
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None None C-Max None C-Max
Walk Time (s) 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 6.0 6.0
Pedestrian Calls (#/hr) 0 0 0 0
Act Effct Green (s) 15.6 17.1 46.6 12.9 38.1 29.7 38.1
Actuated g/C Ratio 0.13 0.14 0.39 0.11 0.32 0.25 0.32
v/c Ratio 0.66 0.76 0.19 0.06 0.50 1.01 1.22
Control Delay 61.7 68.1 3.0 43.2 34.1 91.3 149.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 61.7 68.1 3.0 43.2 34.1 91.3 149.9

LOS E E A D C F F
Approach Delay 61.7 42.0 34.3 126.0
Approach LOS E D C F
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 27 (23%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.22
Intersection Signal Delay: 84.9 Intersection LOS: F
Intersection Capacity Utilization 72.4% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps

Lanes, Volumes, Timings Friday Opt 3 PM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 08/08/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 6 108 18 132 47 120 11 416 67 407 545 46 Future Volume (vph) 6 108 18 132 47 120 11 416 67 407 545 46 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 1.00 1.00 Frt 0.981 0.850 0.979 0.988
Flt Protected 0.998 0.964 0.950 0.950
Satd. Flow (prot) 0 1641 0 0 1796 1583 1770 1641 0 3433 1656 0 Flt Permitted 0.998 0.964 0.950 0.950
Satd. Flow (perm) 0 1641 0 0 1796 1583 1770 1641 0 3433 1656 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 6 130 8 4
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 412 315
Travel Time (s) 4.3 4.6 9.4 7.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 7 117 20 143 51 130 12 452 73 442 592 50 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 144 0 0 194 130 12 525 0 442 642 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 24 24
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.14 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Split NA Split NA pm+ov Prot NA Prot NA
Protected Phases 4 4 3 3 5 1 2 5 6
Permitted Phases 3
Detector Phase 4 4 3 3 5 1 2 5 6
Switch Phase
Lanes, Volumes, Timings Friday Opt 3 PM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 08/08/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 5.0 5.0 15.0 5.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 9.5 9.5 23.3 9.5 23.3 Total Split (s) 24.8 24.8 24.9 24.9 20.2 20.2 50.1 20.2 50.1 Total Split (%) 20.7% 20.7% 20.8% 20.8% 16.8% 16.8% 41.8% 16.8% 41.8% Maximum Green (s) 20.0 20.0 20.1 20.1 15.7 15.7 44.8 15.7 44.8 Yellow Time (s) 3.6 3.6 3.6 3.6 3.5 3.5 4.3 3.5 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 4.5 4.5 5.3 4.5 5.3
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 6.0 6.0
Pedestrian Calls (#/hr) 0 0 0 0
Act Effct Green (s) 15.6 17.2 36.9 10.2 48.4 19.4 48.4
Actuated g/C Ratio 0.13 0.14 0.31 0.08 0.40 0.16 0.40
v/c Ratio 0.66 0.76 0.23 0.08 0.79 0.80 0.96
Control Delay 61.7 67.9 3.8 48.2 42.0 60.4 62.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 61.7 67.9 3.8 48.2 42.0 60.4 62.2

LOS E E A D D E E
Approach Delay 61.7 42.2 42.2 61.5
Approach LOS E D D E
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 20.2 (17%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 125
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.96
Intersection Signal Delay: 53.5 Intersection LOS: D
Intersection Capacity Utilization 73.7% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps

Lanes, Volumes, Timings Friday Opt 4 PM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 08/08/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 6 108 18 132 47 120 11 416 67 407 545 46 Future Volume (vph) 6 108 18 132 47 120 11 416 67 407 545 46 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Frt 0.981 0.850 0.979 0.988
Flt Protected 0.998 0.964 0.950 0.950
Satd. Flow (prot) 0 1641 0 0 1796 1583 1770 1641 0 1770 3322 0 Flt Permitted 0.998 0.964 0.950 0.950
Satd. Flow (perm) 0 1641 0 0 1796 1583 1770 1641 0 1770 3322 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 6 130 7 7
Link Speed (mph) 30 30 30 30
Link Distance (ft) 190 203 412 315
Travel Time (s) 4.3 4.6 9.4 7.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Parking (#/hr) 0 0 0
Adj. Flow (vph) 7 117 20 143 51 130 12 452 73 442 592 50 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 144 0 0 194 130 12 525 0 442 642 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.07 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type Split NA Split NA pm+ov Prot NA Prot NA
Protected Phases 4 4 3 3 5 1 2 5 6
Permitted Phases 3
Detector Phase 4 4 3 3 5 1 2 5 6
Switch Phase
Lanes, Volumes, Timings Friday Opt 4 PM
3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps 08/08/2022 City of Culver City Sawtelle Blvd/I-405 SB/Matteson Ave Traffic Signal Modifications Synchro 11 Report Kimley-Horn & Associates, Inc. Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 12.0 12.0 12.0 12.0 5.0 5.0 15.0 5.0 15.0 Minimum Split (s) 24.8 24.8 24.8 24.8 9.5 9.5 23.3 9.5 23.3 Total Split (s) 24.8 24.8 24.8 24.8 30.0 30.0 40.4 30.0 40.4 Total Split (%) 20.7% 20.7% 20.7% 20.7% 25.0% 25.0% 33.7% 25.0% 33.7% Maximum Green (s) 20.0 20.0 20.0 20.0 25.5 25.5 35.1 25.5 35.1 Yellow Time (s) 3.6 3.6 3.6 3.6 3.5 3.5 4.3 3.5 4.3
All-Red Time (s) 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 4.8 4.5 4.5 5.3 4.5 5.3
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 13.0 13.0 6.0 6.0
Pedestrian Calls (#/hr) 0 0 0 0
Act Effct Green (s) 15.6 17.1 50.2 14.1 35.1 32.7 35.1
Actuated g/C Ratio 0.13 0.14 0.42 0.12 0.29 0.27 0.29
v/c Ratio 0.66 0.76 0.18 0.06 1.08 0.92 0.66
Control Delay 61.7 68.1 2.7 41.1 105.8 68.5 40.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 61.7 68.1 2.7 41.1 105.8 68.5 40.6

LOS E E A D F E D
Approach Delay 61.7 41.8 104.4 52.0
Approach LOS E D F D
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 30 (25%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 135
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.08
Intersection Signal Delay: 64.5 Intersection LOS: E
Intersection Capacity Utilization 84.7% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 3: Sawtelle Blvd & Matteson Ave/I-405 SB Off-Ramps

Standing Mobility SubcommitteeJune 13, 2024

Standing Mobility Subcommittee
June 13, 2024