Agenda packet — Modesto City Council, June 9, 2026 (part 2 of 9)

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 20 20 12:00 129 129 00:00 01:00 51 51
0:15 17 17 12:15 119 119 01:00 02:00 33 33
0:30 10 10 12:30 109 109 02:00 03:00 61 61
0:45 4 4 12:45 122 122 03:00 04:00 129 129
1:00 9 9 13:00 109 109 04:00 05:00 220 220
1:15 5 5 13:15 139 139 05:00 06:00 287 287
1:30 9 9 13:30 135 135 06:00 07:00 467 467
1:45 10 10 13:45 137 137 07:00 08:00 732 732
2:00 7 7 14:00 210 210 08:00 09:00 688 688
2:15 17 17 14:15 154 154 09:00 10:00 506 506
2:30 16 16 14:30 164 164 10:00 11:00 483 483
2:45 21 21 14:45 126 126 11:00 12:00 728 728
3:00 21 21 15:00 139 139 12:00 13:00 479 479
3:15 40 40 15:15 136 136 13:00 14:00 520 520
3:30 30 30 15:30 146 146 14:00 15:00 654 654
3:45 38 38 15:45 130 130 15:00 16:00 551 551
4:00 53 53 16:00 147 147 16:00 17:00 510 510
4:15 51 51 16:15 127 127 17:00 18:00 555 555
4:30 59 59 16:30 119 119 18:00 19:00 412 412
4:45 57 57 16:45 117 117 19:00 20:00 315 315
5:00 65 65 17:00 151 151 20:00 21:00 228 228
5:15 74 74 17:15 127 127 21:00 22:00 194 194
5:30 67 67 17:30 148 148 22:00 23:00 120 120
5:45 81 81 17:45 129 129 23:00 00:00 87 87
6:00 84 84 18:00 113 113
6:15 103 103 18:15 97 97 NB SB EB WB TOTAL
6:30 128 128 18:30 112 112 00:00 to 12:00
6:45 152 152 18:45 90 90 4385 4385
7:00 150 150 19:00 82 82 7:30 7:30
7:15 180 180 19:15 82 82 791 791
7:30 189 189 19:30 81 81 0.916 0.916
7:45 213 213 19:45 70 70
8:00 173 173 20:00 54 54 12:00 to 00:00
8:15 216 216 20:15 74 74 4625 4625
8:30 156 156 20:30 60 60 13:45 13:45
8:45 143 143 20:45 40 40 665 665
9:00 147 147 21:00 49 49 0.792 0.792
9:15 144 144 21:15 55 55
9:30 103 103 21:30 57 57 07:00 to 09:00
9:45 112 112 21:45 33 33 1420 1420
10:00 114 114 22:00 27 27 7:30 7:30
10:15 108 108 22:15 38 38 791 791
10:30 103 103 22:30 28 28 0.916 0.916
10:45 158 158 22:45 27 27
11:00 192 192 23:00 32 32 16:00 to 18:00
11:15 207 207 23:15 18 18 1065 1065
11:30 150 150 23:30 17 17 17:00 17:00
11:45 179 179 23:45 20 20 555 555
TOTALS 0 0 0 4385 4385 TOTALS 0 0 0 4625 4625 0.919 0.919 SPLIT % 0% 0% 0% 100% 49% SPLIT % 0% 0% 0% 100% 51%
Volume
Prepared by National Data & Surveying Services
VOLUME
6th St Bet M St & Sierra Dr
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
800
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 342 -
Street: Bangs Avenue
Limits: Dale Road to Tully Road
Direction: EB/WB
Date/Location of Survey 08/21/2025
Posted Speed Limit (mph) 45
# Speed Data Collected 138
85th Percentile (mph) 50
10 mph Pace 42-51
Percent in Pace 73%
Average Daily Traffic (ADT) 4,869
Length of Segment (mi.) 2.04
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 10
Accident Rate (Acc/MVM) 0.92
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Service, Institutional, Residential, and Open Land.

An undivided 2-lane minor collector. Double yellow lines and dashed yellow lines serves as median, concrete sidewalk is present intermittently on southerly side of the segment, No bicycle facilities are present . Intersections with Dale Road and Prescott Road are signalized, while the others are stop controlled. Left- turn pockets are present at intersection with Dale Road, Prescott Road and right-turn pocket is present at intersection with Prescott Road. Standard marked crosswalks are present at intersections with Dale Road and Prescott Road. On-street parking is available along very few portions of the segment. No school zone is present. Medium driveway density on northerly side and low driveway density on southerly side. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 50 --> 50 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk (ped-bike generator): 50 - -> 45
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 45 Recommended Speed Limit: 45
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 343 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 1
36 37 2
38 2
39 3
40 4
41 2
42 2
43 5
44 1
45 10
46 6
47 7
48 6
49 5
50 5
51 2
52 1
53 1
54 1
55 2
56 1
57 58
59 1
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 70 35 - 59 46 mph 50 mph 41 - 50 49 70% 17% / 12 13% / 9

SPEED PARAMETERS
Bangs Ave Bet Dale Rd & Tully Rd
City of Modesto
Eastbound Spot Speeds
12:35-13:10
8/21/2025
Project #: 25-090090-004
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 344 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36 1
37 1
38 2
39 2
40 3
41 42 3
43 2
44 7
45 8
46 6
47 6
48 5
49 6
50 7
51 2
52 2
53 1
54 1
55 2
56 1
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 68 36 - 56 46 mph 50 mph 42 - 51 52 76% 13% / 9 11% / 7

SPEED PARAMETERS
Bangs Ave Bet Dale Rd & Tully Rd
City of Modesto
Westbound Spot Speeds
12:35-13:10
8/21/2025
Project #: 25-090090-004
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 345 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 1
36 1
37 3
38 4
39 5
40 7
41 2
42 5
43 7
44 8
45 18
46 12
47 13
48 11
49 11
50 12
51 4
52 3
53 2
54 2
55 4
56 2
57 58
59 1
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 138 35 - 59 46 mph 50 mph 42 - 51 101 73% 16% / 23 11% / 14

SPEED PARAMETERS
Bangs Ave Bet Dale Rd & Tully Rd
City of Modesto
Eastbound & Westbound Spot Speeds
12:35-13:10
8/21/2025
Project #: 25-090090-004
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 346 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_004
NB SB EB WB Total
0 0 2,492 2,377 4,869

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 20 2 12:00 30 39 69 00:00 01:00 85 13
0:15 14 5 12:15 27 43 70 01:00 02:00 77 14
0:30 10 1 12:30 43 32 75 02:00 03:00 95 14
0:45 41 5 12:45 52 36 88 03:00 04:00 11 10 21
1:00 20 2 13:00 50 36 86 04:00 05:00 21 18 39
1:15 04 4 13:15 32 40 72 05:00 06:00 35 45 80
1:30 21 3 13:30 39 35 74 06:00 07:00 91 71 162
1:45 32 5 13:45 46 46 92 07:00 08:00 225 169 394
2:00 21 3 14:00 51 59 110 08:00 09:00 170 147 317
2:15 11 2 14:15 36 41 77 09:00 10:00 129 125 254
2:30 41 5 14:30 39 46 85 10:00 11:00 110 125 235
2:45 22 4 14:45 52 43 95 11:00 12:00 118 158 276
3:00 12 3 15:00 50 43 93 12:00 13:00 152 150 302
3:15 14 5 15:15 54 53 107 13:00 14:00 167 157 324
3:30 40 4 15:30 70 47 117 14:00 15:00 178 189 367
3:45 54 9 15:45 37 45 82 15:00 16:00 211 188 399
4:00 22 4 16:00 58 68 126 16:00 17:00 193 211 404
4:15 83 11 16:15 42 44 86 17:00 18:00 219 177 396
4:30 53 8 16:30 54 47 101 18:00 19:00 129 138 267
4:45 6 10 16 16:45 39 52 91 19:00 20:00 93 88 181
5:00 16 7 17:00 59 47 106 20:00 21:00 88 93 181
5:15 12 14 26 17:15 55 40 95 21:00 22:00 55 43 98
5:30 11 12 23 17:30 54 46 100 22:00 23:00 36 36 72
5:45 11 13 24 17:45 51 44 95 23:00 00:00 37 22 59
6:00 16 7 23 18:00 33 45 78
6:15 25 13 38 18:15 35 33 68 NB SB EB WB TOTAL
6:30 17 23 40 18:30 34 29 63 00:00 to 12:00
6:45 33 28 61 18:45 27 31 58 934 885 1819
7:00 43 25 68 19:00 26 21 47 7:15 7:15 7:15
7:15 48 36 84 19:15 23 26 49 240 201 441
7:30 71 54 125 19:30 25 20 45 0.845 0.882 0.882
7:45 63 54 117 19:45 19 21 40
8:00 58 57 115 20:00 21 36 57 12:00 to 00:00
8:15 39 27 66 20:15 29 20 49 1558 1492 3050
8:30 36 26 62 20:30 19 21 40 14:45 15:15 15:15
8:45 37 37 74 20:45 19 16 35 226 213 432
9:00 30 31 61 21:00 24 13 37 0.807 0.783 0.857
9:15 31 34 65 21:15 12 16 28
9:30 34 32 66 21:30 8 10 18 07:00 to 09:00
9:45 34 28 62 21:45 11 4 15 395 316 711
10:00 25 29 54 22:00 7 17 24 7:15 7:15 7:15
10:15 31 34 65 22:15 95 14 240 201 441
10:30 26 31 57 22:30 95 14 0.845 0.882 0.882
10:45 28 31 59 22:45 11 9 20
11:00 36 34 70 23:00 16 5 21 16:00 to 18:00
11:15 31 36 67 23:15 10 4 14 412 388 800
11:30 19 42 61 23:30 98 17 17:00 16:00 16:00
11:45 32 46 78 23:45 25 7 219 211 404
TOTALS 0 0 934 885 1819 TOTALS 0 0 1558 1492 3050 0.928 0.776 0.802 SPLIT % 0% 0% 51% 49% 37% SPLIT % 0% 0% 51% 49% 63%
Volume
VOLUME
Bangs Ave Bet Dale Rd & Tully Rd
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 347 -
Street: Belharbour Drive
Limits: Roselle Avenue to Floyd Avenue
Direction: EB/WB
Date/Location of Survey 08/27/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 100
85th Percentile (mph) 32
10 mph Pace 24-33
Percent in Pace 88%
Average Daily Traffic (ADT) 1,614
Length of Segment (mi.) 0.61
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 9
Accident Rate (Acc/MVM) 8.42
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential and Open Plot
An undivided 2-lane minor collector. Raised median and double yellow lines serves as median, concrete sidewalks is present on both the sides of the segment, Class II bike lane is present on both the sides of the segment. Intersections with Roselle Avenue and Floyd Avenue are controlled by signal, while all the others are stop or yield or their combination controlled. Left- turn pockets are present at intersections with Roselle Avenue, Allengheny Way, Rosielle Court and Floyd Avenue. Standard marked crosswalks are present at intersections with Roselle Avenue and Floyd Avenue. Yellow marked school crosswalk is present at intersection with Sharon Avenue.

School zone is present. Horizontal curves are present along the segment. Low driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 32 --> 30 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, and bike lane (ped-bike generator): 30 --> 25
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 348 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 2
25 1
26 5
27 9
28 7
29 4
30 4
31 8
32 3
33 3
34 35 1
36 1
37 38 1
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 23 - 38 28 mph 32 mph 24 - 33 46 92% 2% / 1 6% / 3

SPEED PARAMETERS
Belharbour Dr/Millbrook Ave Bet Roselle Ave & Floyd Ave City of Modesto
Eastbound Spot Speeds
10:15-11:35
8/27/2025
Project #: 25-090090-005
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 349 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 2
23 2
24 3
25 1
26 7
27 12
28 2
29 7
30 4
31 2
32 2
33 2
34 1
35 1
36 1
37 1
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 22 - 37 27 mph 32 mph 22 - 31 42 84% 0% / 0 16% / 8

SPEED PARAMETERS
Belharbour Dr/Millbrook Ave Bet Roselle Ave & Floyd Ave City of Modesto
Westbound Spot Speeds
10:15-11:35
8/27/2025
Project #: 25-090090-005
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 350 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 2
23 3
24 5
25 2
26 12
27 21
28 9
29 11
30 8
31 10
32 5
33 5
34 1
35 2
36 2
37 1
38 1
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 22 - 38 28 mph 32 mph 24 - 33 88 88% 5% / 5 7% / 7

SPEED PARAMETERS
Belharbour Dr/Millbrook Ave Bet Roselle Ave & Floyd Ave City of Modesto
Eastbound & Westbound Spot Speeds
10:15-11:35
8/27/2025
Project #: 25-090090-005
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 351 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_005
NB SB EB WB Total
0 0 712 902 1,614

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 21 3 12:00 11 11 22 00:00 01:00 33 6
0:15 01 1 12:15 89 17 01:00 02:00 00 0
0:30 10 1 12:30 85 13 02:00 03:00 10 1
0:45 01 1 12:45 46 10 03:00 04:00 04 4
1:00 00 0 13:00 58 13 04:00 05:00 33 6
1:15 00 0 13:15 77 14 05:00 06:00 3 13 16
1:30 00 0 13:30 10 4 14 06:00 07:00 14 22 36
1:45 00 0 13:45 11 11 22 07:00 08:00 119 112 231
2:00 00 0 14:00 23 9 32 08:00 09:00 41 88 129
2:15 00 0 14:15 26 39 65 09:00 10:00 23 37 60
2:30 00 0 14:30 22 25 47 10:00 11:00 33 39 72
2:45 10 1 14:45 33 58 91 11:00 12:00 24 55 79
3:00 01 1 15:00 19 23 42 12:00 13:00 31 31 62
3:15 00 0 15:15 21 13 34 13:00 14:00 33 30 63
3:30 02 2 15:30 10 20 30 14:00 15:00 104 131 235
3:45 01 1 15:45 17 36 53 15:00 16:00 67 92 159
4:00 00 0 16:00 15 23 38 16:00 17:00 53 66 119
4:15 21 3 16:15 98 17 17:00 18:00 49 49 98
4:30 10 1 16:30 14 17 31 18:00 19:00 43 33 76
4:45 02 2 16:45 15 18 33 19:00 20:00 31 27 58
5:00 05 5 17:00 10 10 20 20:00 21:00 19 30 49
5:15 33 6 17:15 18 13 31 21:00 22:00 9 12 21
5:30 03 3 17:30 12 12 24 22:00 23:00 7 18 25
5:45 02 2 17:45 9 14 23 23:00 00:00 27 9
6:00 16 7 18:00 10 12 22
6:15 30 3 18:15 12 8 20 NB SB EB WB TOTAL
6:30 38 11 18:30 86 14 00:00 to 12:00
6:45 78 15 18:45 13 7 20 264 376 640
7:00 15 7 22 19:00 77 14 7:15 7:30 7:15
7:15 20 16 36 19:15 8 11 19 126 152 271
7:30 47 35 82 19:30 45 9 0.670 0.704 0.745
7:45 37 54 91 19:45 12 4 16
8:00 22 40 62 20:00 6 12 18 12:00 to 00:00
8:15 4 23 27 20:15 39 12 448 526 974
8:30 7 12 19 20:30 74 11 14:00 14:15 14:15
8:45 8 13 21 20:45 35 8 104 145 245
9:00 79 16 21:00 27 9 0.788 0.625 0.673
9:15 0 10 10 21:15 40 4
9:30 10 8 18 21:30 24 6 07:00 to 09:00
9:45 6 10 16 21:45 11 2 160 200 360
10:00 12 7 19 22:00 25 7 7:15 7:30 7:15
10:15 6 13 19 22:15 48 12 126 152 271
10:30 58 13 22:30 13 4 0.670 0.704 0.745
10:45 10 11 21 22:45 02 2
11:00 8 13 21 23:00 13 4 16:00 to 18:00
11:15 9 13 22 23:15 01 1 102 115 217
11:30 4 14 18 23:30 02 2 16:30 16:00 16:00
11:45 3 15 18 23:45 11 2 57 66 119
TOTALS 0 0 264 376 640 TOTALS 0 0 448 526 974 0.792 0.717 0.783 SPLIT % 0% 0% 41% 59% 40% SPLIT % 0% 0% 46% 54% 60%
Volume
Prepared by National Data & Surveying Services
VOLUME
Belharbour Dr/Millbrook Ave Bet Roselle Ave & Floyd Ave 8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120
140
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 352 -
Street: Beyer Park Drive
Limits: Inspiration Drive to Sylvan Meadows Drive
Direction: NB/SB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 61
85th Percentile (mph) 30
10 mph Pace 21 - 30
Percent in Pace 67%
Average Daily Traffic (ADT) 573
Length of Segment (mi.) 0.42
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 1
Accident Rate (Acc/MVM) 3.77
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential and Recreational.

An undivided 2-lane minor collector. concrete sidewalks is present on both the sides of the segment, Class III bike route is present along few portion of the segment. Intersections along the segment are either stop controlled, yield controlled or a combination of stop and yield controlled. No Marked crosswalks are present throughout segment. On-street parking is available along the segment.

No school zone is present. Gentle horizontal curves are present on the southern side of segment. High driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 30 --> 30 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk, recreational land use and bike route (ped-bike generator): 30 --> 25
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 353 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 3
19 2
20 3
21 22
23 2
24 1
25 5
26 27 2
28 1
29 3
30 4
31 32
33 2
34 35 1
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 30 17 - 35 25 mph 30 mph 18 - 27 18 60% 3% / 1 37% / 11

SPEED PARAMETERS
4021 Beyer Park
City of Modesto
Northbound Spot Speeds
10:45-12:45
8/20/2025
Project #: 25-090090-006
0246
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 354 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 2
21 3
22 23 2
24 25 5
26 27 4
28 2
29 5
30 2
31 1
32 33 2
34 35 1
36 37 1
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 31 19 - 37 27 mph 31 mph 20 - 29 23 74% 3% / 1 23% / 7

SPEED PARAMETERS
4021 Beyer Park
City of Modesto
Southbound Spot Speeds
10:45-12:45
8/20/2025
Project #: 25-090090-006
0246
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 355 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 3
19 3
20 5
21 3
22 23 4
24 1
25 10
26 27 6
28 3
29 8
30 6
31 1
32 33 4
34 35 2
36 37 1
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 61 17 - 37 27 mph 30 mph 21 - 30 41 67% 19% / 12 14% / 8

SPEED PARAMETERS
4021 Beyer Park
City of Modesto
Northbound & Southbound Spot Speeds
10:45-12:45
8/20/2025
Project #: 25-090090-006
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 356 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_006
NB SB EB WB Total
294 279 0 0 573

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 11 2 12:00 12 3 00:00 01:00 22 4
0:15 01 1 12:15 45 9 01:00 02:00 11 2
0:30 00 0 12:30 32 5 02:00 03:00 00 0
0:45 10 1 12:45 66 12 03:00 04:00 00 0
1:00 00 0 13:00 37 10 04:00 05:00 13 4
1:15 00 0 13:15 42 6 05:00 06:00 16 7
1:30 10 1 13:30 43 7 06:00 07:00 5 17 22
1:45 01 1 13:45 15 6 07:00 08:00 9 42 51
2:00 00 0 14:00 42 6 08:00 09:00 16 21 37
2:15 00 0 14:15 36 9 09:00 10:00 7 15 22
2:30 00 0 14:30 66 12 10:00 11:00 69 15
2:45 00 0 14:45 12 3 11:00 12:00 17 7 24
3:00 00 0 15:00 64 10 12:00 13:00 14 15 29
3:15 00 0 15:15 75 12 13:00 14:00 12 17 29
3:30 00 0 15:30 11 6 17 14:00 15:00 14 16 30
3:45 00 0 15:45 76 13 15:00 16:00 31 21 52
4:00 11 2 16:00 12 8 20 16:00 17:00 42 18 60
4:15 00 0 16:15 10 2 12 17:00 18:00 30 19 49
4:30 01 1 16:30 10 6 16 18:00 19:00 28 19 47
4:45 01 1 16:45 10 2 12 19:00 20:00 19 12 31
5:00 00 0 17:00 74 11 20:00 21:00 21 8 29
5:15 00 0 17:15 46 10 21:00 22:00 12 8 20
5:30 05 5 17:30 95 14 22:00 23:00 52 7
5:45 11 2 17:45 10 4 14 23:00 00:00 11 2
6:00 22 4 18:00 64 10
6:15 05 5 18:15 10 8 18 NB SB EB WB TOTAL
6:30 15 6 18:30 24 6 00:00 to 12:00
6:45 25 7 18:45 10 3 13 65 123 188
7:00 14 5 19:00 43 7 7:30 7:15 7:15
7:15 18 9 19:15 41 5 18 47 63
7:30 3 12 15 19:30 75 12 0.563 0.653 0.716
7:45 4 18 22 19:45 43 7
8:00 89 17 20:00 31 4 12:00 to 00:00
8:15 34 7 20:15 10 1 11 229 156 385
8:30 22 4 20:30 54 9 16:00 15:15 15:15
8:45 36 9 20:45 32 5 42 25 62
9:00 14 5 21:00 33 6 0.875 0.781 0.775
9:15 22 4 21:15 22 4
9:30 25 7 21:30 23 5 07:00 to 09:00
9:45 24 6 21:45 50 5 25 63 88
10:00 03 3 22:00 22 4 7:30 7:15 7:15
10:15 11 2 22:15 10 1 18 47 63
10:30 21 3 22:30 00 0 0.563 0.653 0.716
10:45 34 7 22:45 20 2
11:00 61 7 23:00 00 0 16:00 to 18:00
11:15 51 6 23:15 01 1 72 37 109
11:30 31 4 23:30 10 1 16:00 17:00 16:00
11:45 34 7 23:45 00 0 42 19 60
TOTALS 65 123 0 0 188 TOTALS 229 156 0 0 385 0.875 0.792 0.750 SPLIT % 35% 65% 0% 0% 33% SPLIT % 59% 41% 0% 0% 67%
Volume
Prepared by National Data & Surveying Services
VOLUME
Beyer Park Dr Bet Inspiration Dr & Sylvan Meadows Dr
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 5
10 15
20 25
30 35
40 45
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 357 -
Street: Blue Bird Drive
Limits: Pelandale Avenue to Vintage Drive
Direction: NB/SB
Date/Location of Survey 08/14/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 120
85th Percentile (mph) 30
10 mph Pace 22 - 31
Percent in Pace 74%
Average Daily Traffic (ADT) 1,749
Length of Segment (mi.) 0.54
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 7
Accident Rate (Acc/MVM) 6.82
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, and institutional.

An undivided 2-lane minor collector. Double yellow lines serves as median, concrete sidewalks is present on both the sides of the segment, No bicycle facilities are present . Intersections with Vintage Drive is roundabout, while all the others are stop or yield or their combination controlled. Standard marked crosswalks are present at intersection with Vintage Drive. Yellow marked school crosswalks are present at intersections with Swallow Drive, Setrok Drive and Snyder Drive. On-street parking is present on both sides of the segment. School zone present. High driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 30 --> 30 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, and school (ped-bike generator): 30 --> 25
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 358 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 2
19 1
20 1
21 3
22 2
23 6
24 1
25 7
26 8
27 5
28 7
29 3
30 4
31 3
32 1
33 1
34 35
36 37 1
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 57 17 - 37 26 mph 30 mph 21 - 30 46 81% 8% / 5 11% / 6

SPEED PARAMETERS
4009 Blue Bird Dr
City of Modesto
Northbound Spot Speeds
13:00-14:30
8/14/2025
Project #: 25-090090-007
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 359 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 6
19 3
20 4
21 1
22 4
23 6
24 6
25 4
26 7
27 1
28 4
29 6
30 3
31 2
32 2
33 3
34 35 1
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 63 18 - 35 25 mph 30 mph 20 - 29 43 68% 14% / 9 18% / 11

SPEED PARAMETERS
4009 Blue Bird Dr
City of Modesto
Southbound Spot Speeds
13:00-14:30
8/14/2025
Project #: 25-090090-007
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 360 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 8
19 4
20 5
21 4
22 6
23 12
24 7
25 11
26 15
27 6
28 11
29 9
30 7
31 5
32 3
33 4
34 35 1
36 37 1
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 120 17 - 37 26 mph 30 mph 22 - 31 89 74% 18% / 22 8% / 9

SPEED PARAMETERS
4009 Blue Bird Dr
City of Modesto
Northbound & Southbound Spot Speeds
13:00-14:30
8/14/2025
Project #: 25-090090-007
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 361 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_007
NB SB EB WB Total
862 887 0 0 1,749

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 10 1 12:00 12 12 24 00:00 01:00 32 5
0:15 10 1 12:15 10 12 22 01:00 02:00 23 5
0:30 11 2 12:30 15 16 31 02:00 03:00 43 7
0:45 01 1 12:45 16 19 35 03:00 04:00 32 5
1:00 22 4 13:00 10 10 20 04:00 05:00 14 5 19
1:15 00 0 13:15 14 17 31 05:00 06:00 76 13
1:30 01 1 13:30 13 24 37 06:00 07:00 18 20 38
1:45 00 0 13:45 45 29 74 07:00 08:00 56 73 129
2:00 01 1 14:00 16 16 32 08:00 09:00 113 88 201
2:15 21 3 14:15 17 15 32 09:00 10:00 40 38 78
2:30 00 0 14:30 14 10 24 10:00 11:00 30 45 75
2:45 21 3 14:45 17 11 28 11:00 12:00 45 55 100
3:00 10 1 15:00 10 12 22 12:00 13:00 53 59 112
3:15 12 3 15:15 12 17 29 13:00 14:00 82 80 162
3:30 00 0 15:30 13 11 24 14:00 15:00 64 52 116
3:45 10 1 15:45 17 13 30 15:00 16:00 52 53 105
4:00 31 4 16:00 14 17 31 16:00 17:00 50 74 124
4:15 21 3 16:15 14 18 32 17:00 18:00 59 59 118
4:30 30 3 16:30 16 12 28 18:00 19:00 49 47 96
4:45 63 9 16:45 6 27 33 19:00 20:00 39 47 86
5:00 21 3 17:00 15 16 31 20:00 21:00 39 29 68
5:15 11 2 17:15 7 17 24 21:00 22:00 22 30 52
5:30 23 5 17:30 19 13 32 22:00 23:00 13 10 23
5:45 21 3 17:45 18 13 31 23:00 00:00 57 12
6:00 21 3 18:00 12 15 27
6:15 66 12 18:15 14 16 30 NB SB EB WB TOTAL
6:30 24 6 18:30 12 6 18 00:00 to 12:00
6:45 89 17 18:45 11 10 21 335 340 675
7:00 36 9 19:00 14 15 29 7:45 7:30 7:45
7:15 15 15 30 19:15 10 12 22 116 112 224
7:30 16 17 33 19:30 7 10 17 0.806 0.800 0.836
7:45 22 35 57 19:45 8 10 18
8:00 33 34 67 20:00 13 9 22 12:00 to 00:00
8:15 36 26 62 20:15 88 16 527 547 1074
8:30 25 13 38 20:30 88 16 13:45 13:15 13:30
8:45 19 15 34 20:45 10 4 14 92 86 175
9:00 13 7 20 21:00 56 11 0.511 0.741 0.591
9:15 97 16 21:15 8 14 22
9:30 10 12 22 21:30 44 8 07:00 to 09:00
9:45 8 12 20 21:45 56 11 169 161 330
10:00 5 14 19 22:00 30 3 7:45 7:30 7:45
10:15 97 16 22:15 57 12 116 112 224
10:30 8 11 19 22:30 31 4 0.806 0.800 0.836
10:45 8 13 21 22:45 22 4
11:00 7 12 19 23:00 33 6 16:00 to 18:00
11:15 5 21 26 23:15 01 1 109 133 242
11:30 17 9 26 23:30 21 3 17:00 16:00 16:00
11:45 16 13 29 23:45 02 2 59 74 124
TOTALS 335 340 0 0 675 TOTALS 527 547 0 0 1074 0.776 0.685 0.939 SPLIT % 50% 50% 0% 0% 39% SPLIT % 49% 51% 0% 0% 61%
Volume
Prepared by National Data & Surveying Services
VOLUME
Blue Bird Dr Bet Pelandale Ave & Vintage Dr
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 362 -
Street: Bodem Street
Limits: Lucern Avenue to Scenic Drive
Direction: NB/SB
Date/Location of Survey 08/19/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 100
85th Percentile (mph) 33
10 mph Pace 25 - 34
Percent in Pace 88%
Average Daily Traffic (ADT) 6,239
Length of Segment (mi.) 0.41
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 15
Accident Rate (Acc/MVM) 5.38
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Recreational, Residential, Institutional, and Service.

An undivided 2-lane minor collector. Double yellow lines serves as medians, concrete sidewalks is present on both the sides of the segment, No bicycle facilities are present . Intersection with Scenic Drive is controlled by signal, while all the others are stop or yield or their combination controlled. Left- turn pocket and right-turn pocket is present at intersection with Scenic Drive. Marked crosswalks are present at intersections with E Morris Avenue and Scenic Drive. On-street parking is available along the segment. No school zone is present. Medium driveway density on easterly side and high driveway density on westerly side. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 33 --> 35 §22358.6(c) - Lower the speed limit by 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 35 --> 30
§22358.7 - Lower the speed limit by additional 5-mph due to presence of sidewalk/crosswalk, recreational land use (ped-bike generator): 30 --> 25
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 363 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 23
24 2
25 4
26 1
27 5
28 5
29 5
30 6
31 9
32 3
33 2
34 4
35 2
36 1
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 21 - 36 30 mph 33 mph 25 - 34 44 88% 6% / 3 6% / 3

SPEED PARAMETERS
Bodem St Bet Lucern Ave & Scenic Dr
City of Modesto
Northbound Spot Speeds
11:40-12:40
8/19/2025
Project #: 25-090090-008
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 364 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 24 1
25 2
26 2
27 6
28 6
29 11
30 5
31 4
32 4
33 1
34 3
35 36 1
37 2
38 1
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 22 - 38 29 mph 33 mph 25 - 34 44 88% 4% / 2 8% / 4

SPEED PARAMETERS
Bodem St Bet Lucern Ave & Scenic Dr
City of Modesto
Southbound Spot Speeds
11:40-12:40
8/19/2025
Project #: 25-090090-008
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 365 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 1
23 24 3
25 6
26 3
27 11
28 11
29 16
30 11
31 13
32 7
33 3
34 7
35 2
36 2
37 2
38 1
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 21 - 38 29 mph 33 mph 25 - 34 88 88% 5% / 5 7% / 7

SPEED PARAMETERS
Bodem St Bet Lucern Ave & Scenic Dr
City of Modesto
Northbound & Southbound Spot Speeds
11:40-12:40
8/19/2025
Project #: 25-090090-008
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 366 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_008
NB SB EB WB Total
1,568 4,671 0 0 6,239

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 88 16 12:00 33 73 106 00:00 01:00 17 19 36
0:15 32 5 12:15 24 83 107 01:00 02:00 6 14 20
0:30 52 7 12:30 28 51 79 02:00 03:00 58 13
0:45 17 8 12:45 19 63 82 03:00 04:00 7 25 32
1:00 20 2 13:00 19 57 76 04:00 05:00 11 38 49
1:15 25 7 13:15 15 59 74 05:00 06:00 25 94 119
1:30 05 5 13:30 23 76 99 06:00 07:00 48 155 203
1:45 24 6 13:45 22 71 93 07:00 08:00 84 415 499
2:00 21 3 14:00 19 77 96 08:00 09:00 98 455 553
2:15 22 4 14:15 20 86 106 09:00 10:00 75 278 353
2:30 04 4 14:30 33 88 121 10:00 11:00 88 236 324
2:45 11 2 14:45 40 92 132 11:00 12:00 86 257 343
3:00 24 6 15:00 33 142 175 12:00 13:00 104 270 374
3:15 15 6 15:15 32 111 143 13:00 14:00 79 263 342
3:30 18 9 15:30 40 101 141 14:00 15:00 112 343 455
3:45 38 11 15:45 27 114 141 15:00 16:00 132 468 600
4:00 2 12 14 16:00 48 98 146 16:00 17:00 138 367 505
4:15 1 10 11 16:15 31 87 118 17:00 18:00 120 372 492
4:30 58 13 16:30 31 96 127 18:00 19:00 69 193 262
4:45 38 11 16:45 28 86 114 19:00 20:00 85 136 221
5:00 6 13 19 17:00 44 91 135 20:00 21:00 68 113 181
5:15 6 22 28 17:15 25 102 127 21:00 22:00 54 70 124
5:30 6 29 35 17:30 33 98 131 22:00 23:00 32 46 78
5:45 7 30 37 17:45 18 81 99 23:00 00:00 25 36 61
6:00 15 25 40 18:00 18 57 75
6:15 14 29 43 18:15 17 49 66 NB SB EB WB TOTAL
6:30 7 37 44 18:30 17 47 64 00:00 to 12:00
6:45 12 64 76 18:45 17 40 57 550 1994 2544
7:00 16 83 99 19:00 29 43 72 10:30 7:45 7:45
7:15 21 100 121 19:15 19 35 54 106 472 570
7:30 22 120 142 19:30 18 36 54 0.779 0.922 0.925
7:45 25 112 137 19:45 19 22 41
8:00 22 108 130 20:00 14 33 47 12:00 to 00:00
8:15 25 124 149 20:15 18 26 44 1018 2677 3695
8:30 26 128 154 20:30 13 28 41 15:15 15:00 15:00
8:45 25 95 120 20:45 23 26 49 147 468 600
9:00 26 79 105 21:00 13 20 33 0.766 0.824 0.857
9:15 17 73 90 21:15 17 20 37
9:30 19 63 82 21:30 15 15 30 07:00 to 09:00
9:45 13 63 76 21:45 9 15 24 182 870 1052
10:00 18 78 96 22:00 10 15 25 7:45 7:45 7:45
10:15 20 48 68 22:15 8 15 23 98 472 570
10:30 20 60 80 22:30 8 11 19 0.942 0.922 0.925
10:45 30 50 80 22:45 65 11
11:00 34 56 90 23:00 5 10 15 16:00 to 18:00
11:15 22 73 95 23:15 13 8 21 258 739 997
11:30 13 69 82 23:30 37 10 16:00 16:45 16:45
11:45 17 59 76 23:45 4 11 15 138 377 507
TOTALS 550 1994 0 0 2544 TOTALS 1018 2677 0 0 3695 0.719 0.924 0.939 SPLIT % 22% 78% 0% 0% 41% SPLIT % 28% 72% 0% 0% 59%
Volume
Prepared by National Data & Surveying Services
VOLUME
Bodem St Bet Lucern Ave & Scenic Dr
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
400
450
500
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 367 -
Street: Bowen Avenue
Limits: Geneva Drive to McHenry Avenue
Direction: EB/WB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 113
85th Percentile (mph) 31
10 mph Pace 23 - 32
Percent in Pace 86%
Average Daily Traffic (ADT) 4,269
Length of Segment (mi.) 1.22
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 47
Accident Rate (Acc/MVM) 8.24
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Recreational, Residential, Service, Retail, and Institutional.

An undivided 2-lane minor collector. The segment includes raised pavement markers, double yellow lines, and a raised median functioning as medians, though some portions lack a median striping. concrete sidewalks is present on both the sides of the segment, No bicycle facilities are present . Intersections with Tully Road and McHenry Avenue is controlled by signal, while all the others are stop or yield or their combination controlled. A shared left-turn with through pocket is provided at the intersection with McHenry Avenue. Standard marked crosswalks are present at intersection with McHenry Avenue, while the yellow marked school crosswalk is present at intersections with Sherwood Avenue, Enslen Avenue, Fremont Avenue, Phelps Avenue, College Avenue, Tully Road, Geneva Drive and at midblock crossing with Virginia Corridor Trail. On-street parking is available along the segment. School zone is present. Medium driveway density on northerly side and high driveway density on southerly side. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 31 --> 30 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, retail and recreational land use, school and trail crossing (ped-bike generator): 30 --> 25 Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 368 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 2
23 6
24 5
25 4
26 3
27 6
28 8
29 4
30 7
31 4
32 4
33 2
34 2
35 1
36 37 1
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 60 21 - 37 28 mph 32 mph 23 - 32 51 85% 5% / 3 10% / 6

SPEED PARAMETERS
Bowen Ave Bet Geneva Dr & McHenry Ave
City of Modesto
Eastbound Spot Speeds
09:55-10:38
8/20/2025
Project #: 25-090090-009
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 369 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 1
21 22 2
23 6
24 4
25 2
26 6
27 10
28 6
29 5
30 4
31 1
32 2
33 2
34 1
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 53 19 - 34 27 mph 30 mph 22 - 31 46 87% 3% / 2 10% / 5

SPEED PARAMETERS
Bowen Ave Bet Geneva Dr & McHenry Ave
City of Modesto
Westbound Spot Speeds
09:55-10:38
8/20/2025
Project #: 25-090090-009
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 370 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 1
21 1
22 4
23 12
24 9
25 6
26 9
27 16
28 14
29 9
30 11
31 5
32 6
33 4
34 3
35 1
36 37 1
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 113 19 - 37 27 mph 31 mph 23 - 32 97 86% 6% / 7 8% / 9

SPEED PARAMETERS
Bowen Ave Bet Geneva Dr & McHenry Ave
City of Modesto
Eastbound & Westbound Spot Speeds
09:55-10:38
8/20/2025
Project #: 25-090090-009
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 371 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_009
NB SB EB WB Total
0 0 2,537 1,732 4,269

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 24 6 12:00 41 28 69 00:00 01:00 7 12 19
0:15 12 3 12:15 36 22 58 01:00 02:00 13 6 19
0:30 23 5 12:30 41 28 69 02:00 03:00 74 11
0:45 23 5 12:45 37 32 69 03:00 04:00 31 4
1:00 42 6 13:00 25 23 48 04:00 05:00 12 3 15
1:15 33 6 13:15 29 28 57 05:00 06:00 15 9 24
1:30 21 3 13:30 33 28 61 06:00 07:00 43 22 65
1:45 40 4 13:45 43 25 68 07:00 08:00 174 97 271
2:00 02 2 14:00 33 35 68 08:00 09:00 287 172 459
2:15 30 3 14:15 48 36 84 09:00 10:00 133 76 209
2:30 12 3 14:30 83 68 151 10:00 11:00 124 90 214
2:45 30 3 14:45 102 59 161 11:00 12:00 133 103 236
3:00 10 1 15:00 48 47 95 12:00 13:00 155 110 265
3:15 00 0 15:15 52 33 85 13:00 14:00 130 104 234
3:30 01 1 15:30 40 26 66 14:00 15:00 266 198 464
3:45 20 2 15:45 44 25 69 15:00 16:00 184 131 315
4:00 11 2 16:00 44 36 80 16:00 17:00 196 118 314
4:15 11 2 16:15 45 37 82 17:00 18:00 212 133 345
4:30 41 5 16:30 54 18 72 18:00 19:00 130 103 233
4:45 60 6 16:45 53 27 80 19:00 20:00 101 88 189
5:00 42 6 17:00 58 28 86 20:00 21:00 92 58 150
5:15 44 8 17:15 56 54 110 21:00 22:00 66 53 119
5:30 21 3 17:30 63 33 96 22:00 23:00 27 26 53
5:45 52 7 17:45 35 18 53 23:00 00:00 27 15 42
6:00 62 8 18:00 39 23 62
6:15 66 12 18:15 30 30 60 NB SB EB WB TOTAL
6:30 15 7 22 18:30 35 21 56 00:00 to 12:00
6:45 16 7 23 18:45 26 29 55 951 595 1546
7:00 32 8 40 19:00 32 25 57 7:45 7:45 7:45
7:15 33 30 63 19:15 23 25 48 307 181 488
7:30 48 29 77 19:30 29 17 46 0.724 0.838 0.763
7:45 61 30 91 19:45 17 21 38
8:00 80 51 131 20:00 18 15 33 12:00 to 00:00
8:15 106 54 160 20:15 28 12 40 1586 1137 2723
8:30 60 46 106 20:30 30 16 46 14:30 14:15 14:30
8:45 41 21 62 20:45 16 15 31 285 210 492
9:00 29 17 46 21:00 21 16 37 0.699 0.772 0.764
9:15 29 18 47 21:15 11 10 21
9:30 40 18 58 21:30 18 12 30 07:00 to 09:00
9:45 35 23 58 21:45 16 15 31 461 269 730
10:00 34 20 54 22:00 94 13 7:45 7:45 7:45
10:15 33 18 51 22:15 11 12 23 307 181 488
10:30 25 22 47 22:30 35 8 0.724 0.838 0.763
10:45 32 30 62 22:45 45 9
11:00 29 19 48 23:00 66 12 16:00 to 18:00
11:15 31 29 60 23:15 83 11 408 251 659
11:30 39 29 68 23:30 53 8 16:45 16:45 16:45
11:45 34 26 60 23:45 83 11 230 142 372
TOTALS 0 0 951 595 1546 TOTALS 0 0 1586 1137 2723 0.913 0.657 0.845 SPLIT % 0% 0% 62% 38% 36% SPLIT % 0% 0% 58% 42% 64%
Volume
Prepared by National Data & Surveying Services
VOLUME
Bowen Ave Bet Geneva Dr & Mchenry Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 372 -
Street: Bridgewood Way
Limits: Palmwood Drive to Oakdale Road
Direction: EB/WB
Date/Location of Survey 08/21/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 56
85th Percentile (mph) 30
10 mph Pace 21 - 30
Percent in Pace 77%
Average Daily Traffic (ADT) 1,323
Length of Segment (mi.) 0.37
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 4
Accident Rate (Acc/MVM) 7.41
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential and Agricultural.

An undivided 2-lane minor collector. Double yellow lines serves as median, however eastern portion of the segment lacks a median. concrete sidewalks is present on both the sides of the segment, No bicycle facilities are present . Intersections along the segment are either stop controlled, yield controlled or a combination of stop and yield controlled. School crosswalk is located at the intersection with Palmwood Drive. On-street parking is available along the segment. School zone is present. A horizontal curve is present on the east side along the segment. High driveway density on northerly side and medium driveway density on southerly side. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 30 --> 30 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk (ped-bike generator): 30 --> 25
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 373 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 2
21 3
22 1
23 24 2
25 26 2
27 3
28 4
29 3
30 5
31 32 2
33 1
34 2
35 36
37 1
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 31 20 - 37 28 mph 32 mph 21 - 30 23 74% 6% / 2 20% / 6

SPEED PARAMETERS
2000 Bridgewood Way
City of Modesto
Eastbound Spot Speeds
09:00-11:00
8/21/2025
Project #: 25-090090-010
0246
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 374 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 2
19 20
21 2
22 2
23 24 5
25 2
26 27 3
28 2
29 4
30 31 1
32 1
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 25 17 - 32 25 mph 29 mph 20 - 29 20 80% 12% / 3 8% / 2

SPEED PARAMETERS
2000 Bridgewood Way
City of Modesto
Westbound Spot Speeds
09:00-11:00
8/21/2025
Project #: 25-090090-010
0246
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 375 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 2
19 20 2
21 5
22 3
23 24 7
25 2
26 2
27 6
28 6
29 7
30 5
31 1
32 3
33 1
34 2
35 36
37 1
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 56 17 - 37 27 mph 30 mph 21 - 30 43 77% 8% / 5 15% / 8

SPEED PARAMETERS
2000 Bridgewood Way
City of Modesto
Eastbound & Westbound Spot Speeds
09:00-11:00
8/21/2025
Project #: 25-090090-010
0 510
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 376 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_010
NB SB EB WB Total
0 0 630 693 1,323

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 01 1 12:00 9 10 19 00:00 01:00 14 5
0:15 00 0 12:15 58 13 01:00 02:00 21 3
0:30 02 2 12:30 10 10 20 02:00 03:00 02 2
0:45 11 2 12:45 11 18 29 03:00 04:00 21 3
1:00 01 1 13:00 11 9 20 04:00 05:00 13 4
1:15 00 0 13:15 96 15 05:00 06:00 38 11
1:30 10 1 13:30 11 10 21 06:00 07:00 18 16 34
1:45 10 1 13:45 94 13 07:00 08:00 55 79 134
2:00 01 1 14:00 4 16 20 08:00 09:00 84 115 199
2:15 00 0 14:15 11 16 27 09:00 10:00 16 10 26
2:30 00 0 14:30 20 12 32 10:00 11:00 15 24 39
2:45 01 1 14:45 12 11 23 11:00 12:00 26 20 46
3:00 01 1 15:00 13 7 20 12:00 13:00 35 46 81
3:15 10 1 15:15 9 13 22 13:00 14:00 40 29 69
3:30 00 0 15:30 43 25 68 14:00 15:00 47 55 102
3:45 10 1 15:45 23 12 35 15:00 16:00 88 57 145
4:00 01 1 16:00 11 19 30 16:00 17:00 45 48 93
4:15 00 0 16:15 89 17 17:00 18:00 55 45 100
4:30 11 2 16:30 12 7 19 18:00 19:00 36 57 93
4:45 01 1 16:45 14 13 27 19:00 20:00 23 27 50
5:00 01 1 17:00 14 7 21 20:00 21:00 20 18 38
5:15 22 4 17:15 15 7 22 21:00 22:00 11 13 24
5:30 12 3 17:30 12 15 27 22:00 23:00 38 11
5:45 03 3 17:45 14 16 30 23:00 00:00 47 11
6:00 22 4 18:00 6 14 20
6:15 47 11 18:15 14 11 25 NB SB EB WB TOTAL
6:30 72 9 18:30 7 16 23 00:00 to 12:00
6:45 55 10 18:45 9 16 25 223 283 506
7:00 68 14 19:00 87 15 7:45 7:30 7:30
7:15 17 6 23 19:15 53 8 98 142 237
7:30 10 28 38 19:30 79 16 0.700 0.910 0.801
7:45 22 37 59 19:45 38 11
8:00 35 39 74 20:00 63 9 12:00 to 00:00
8:15 28 38 66 20:15 64 10 407 410 817
8:30 13 22 35 20:30 46 10 15:00 15:15 15:15
8:45 8 16 24 20:45 45 9 88 69 155
9:00 51 6 21:00 54 9 0.512 0.690 0.570
9:15 35 8 21:15 24 6
9:30 52 7 21:30 32 5 07:00 to 09:00
9:45 32 5 21:45 13 4 139 194 333
10:00 13 4 22:00 22 4 7:45 7:30 7:30
10:15 76 13 22:15 04 4 98 142 237
10:30 18 9 22:30 01 1 0.700 0.910 0.801
10:45 67 13 22:45 11 2
11:00 10 8 18 23:00 33 6 16:00 to 18:00
11:15 65 11 23:15 01 1 100 93 193
11:30 51 6 23:30 12 3 16:30 16:00 17:00
11:45 56 11 23:45 01 1 55 48 100
TOTALS 0 0 223 283 506 TOTALS 0 0 407 410 817 0.917 0.632 0.833 SPLIT % 0% 0% 44% 56% 38% SPLIT % 0% 0% 50% 50% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
Bridgewood Way Bet Palmwood Dr & Oakdale Rd
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120
140
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 377 -
Street: E Briggsmore Avenue
Limits: Claus Road to Santa Fe Avenue
Direction: EB/WB
Date/Location of Survey 08/27/2025
Posted Speed Limit (mph) 45
# Speed Data Collected 117
85th Percentile (mph) 53
10 mph Pace 45 - 54
Percent in Pace 91%
Average Daily Traffic (ADT) 10,546
Length of Segment (mi.) 0.56
Street Classification Expressway
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 27
Accident Rate (Acc/MVM) 4.19
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Retail, Service,and Residential.

An undivided 4-lane expressway. Raised pavement markers serves as median. Concrete sidewalk is present along the southern side of the segment. No bicycle facilities are present . Intersections with Claus Road is controlled by signal, while all the others are stop controlled. Left- turn pocket and right-turn pocket are present at intersections with Held Drive and Claus Road . Marked crosswalks are present at intersection with Claus Road. On-street parking present on both sides. No school zone is present. A very small horizontal curve is present on the east side along the segment. Low driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 53 --> 55 §22358.6(c) - Lower the speed limit by 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 55 --> 50
Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 45 Recommended Speed Limit: 50
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 378 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 1
44 1
45 3
46 4
47 6
48 8
49 7
50 6
51 5
52 4
53 3
54 2
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 43 - 54 49 mph 52 mph 45 - 54 48 96% 4% / 2 0% / 0

SPEED PARAMETERS
E Briggsmore Ave Bet Claus Rd & Santa Fe Ave
City of Modesto
Eastbound Spot Speeds
09:45-10:30
8/27/2025
Project #: 25-090090-011
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 379 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42 1
43 1
44 45 3
46 5
47 5
48 7
49 7
50 10
51 7
52 6
53 5
54 3
55 2
56 3
57 1
58 1
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 67 42 - 58 50 mph 53 mph 45 - 54 58 87% 2% / 2 11% / 7

SPEED PARAMETERS
E Briggsmore Ave Bet Claus Rd & Santa Fe Ave
City of Modesto
Westbound Spot Speeds
09:45-10:30
8/27/2025
Project #: 25-090090-011
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 380 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42 1
43 2
44 1
45 6
46 9
47 11
48 15
49 14
50 16
51 12
52 10
53 8
54 5
55 2
56 3
57 1
58 1
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 117 42 - 58 49 mph 53 mph 45 - 54 106 91% 3% / 4 6% / 7

SPEED PARAMETERS
E Briggsmore Ave Bet Claus Rd & Santa Fe Ave
City of Modesto
Eastbound & Westbound Spot Speeds
09:45-10:30
8/27/2025
Project #: 25-090090-011
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 381 -
Day: Thursday City: Modesto
Date: Project #: CA25_090089_011
NB SB EB WB Total
0 0 5,391 5,155 10,546

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 45 9 12:00 68 64 132 00:00 01:00 20 12 32
0:15 94 13 12:15 67 54 121 01:00 02:00 19 15 34
0:30 31 4 12:30 78 53 131 02:00 03:00 14 11 25
0:45 42 6 12:45 71 90 161 03:00 04:00 12 31 43
1:00 44 8 13:00 65 55 120 04:00 05:00 39 62 101
1:15 35 8 13:15 70 67 137 05:00 06:00 77 122 199
1:30 52 7 13:30 91 62 153 06:00 07:00 136 264 400
1:45 74 11 13:45 89 79 168 07:00 08:00 288 618 906
2:00 53 8 14:00 96 69 165 08:00 09:00 269 550 819
2:15 20 2 14:15 82 65 147 09:00 10:00 219 325 544
2:30 34 7 14:30 98 78 176 10:00 11:00 236 308 544
2:45 44 8 14:45 107 82 189 11:00 12:00 247 253 500
3:00 46 10 15:00 100 81 181 12:00 13:00 284 261 545
3:15 24 6 15:15 145 85 230 13:00 14:00 315 263 578
3:30 1 13 14 15:30 125 107 232 14:00 15:00 383 294 677
3:45 58 13 15:45 157 92 249 15:00 16:00 527 365 892
4:00 3 10 13 16:00 127 75 202 16:00 17:00 563 307 870
4:15 6 11 17 16:15 181 82 263 17:00 18:00 600 363 963
4:30 11 19 30 16:30 132 73 205 18:00 19:00 343 250 593
4:45 19 22 41 16:45 123 77 200 19:00 20:00 294 168 462
5:00 14 20 34 17:00 148 105 253 20:00 21:00 238 148 386 5:15 14 26 40 17:15 186 101 287 21:00 22:00 131 79 210
5:30 22 40 62 17:30 144 84 228 22:00 23:00 80 38 118
5:45 27 36 63 17:45 122 73 195 23:00 00:00 57 48 105
6:00 20 34 54 18:00 89 64 153
6:15 34 65 99 18:15 85 81 166 NB SB EB WB TOTAL
6:30 41 79 120 18:30 100 61 161 00:00 to 12:00
6:45 41 86 127 18:45 69 44 113 1576 2571 4147
7:00 50 95 145 19:00 73 46 119 7:15 7:15 7:15
7:15 66 146 212 19:15 77 45 122 321 710 1031
7:30 94 190 284 19:30 80 34 114 0.854 0.934 0.908
7:45 78 187 265 19:45 64 43 107
8:00 83 187 270 20:00 61 48 109 12:00 to 00:00
8:15 66 140 206 20:15 73 44 117 3815 2584 6399
8:30 67 134 201 20:30 49 32 81 16:45 16:45 16:45
8:45 53 89 142 20:45 55 24 79 601 367 968
9:00 59 85 144 21:00 46 30 76 0.808 0.874 0.843
9:15 46 63 109 21:15 38 16 54
9:30 66 97 163 21:30 21 18 39 07:00 to 09:00
9:45 48 80 128 21:45 26 15 41 557 1168 1725
10:00 60 74 134 22:00 24 9 33 7:15 7:15 7:15
10:15 54 84 138 22:15 24 13 37 321 710 1031
10:30 56 77 133 22:30 16 7 23 0.854 0.934 0.908
10:45 66 73 139 22:45 16 9 25
11:00 58 55 113 23:00 16 13 29 16:00 to 18:00
11:15 57 62 119 23:15 15 17 32 1163 670 1833
11:30 65 68 133 23:30 17 5 22 16:45 16:45 16:45
11:45 67 68 135 23:45 9 13 22 601 367 968
TOTALS 0 0 1576 2571 4147 TOTALS 0 0 3815 2584 6399 0.808 0.874 0.843 SPLIT % 0% 0% 38% 62% 39% SPLIT % 0% 0% 60% 40% 61%
Volume
Prepared by National Data & Surveying Services
VOLUME
E Briggsmore Ave Bet Claus Rd & Santa Fe Ave
8/14/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 382 -
41 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 383 -
Street: Brighton Avenue
Limits: Coffee Road to Scenic Drive
Direction: NB/SB
Date/Location of Survey 08/26/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 107
85th Percentile (mph) 37
10 mph Pace 26 - 35
Percent in Pace 73%
Average Daily Traffic (ADT) 3,206
Length of Segment (mi.) 0.90
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 16
Accident Rate (Acc/MVM) 5.04
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, Recreational and Institutional.

An undivided 2-lane minor collector. Double yellow lines serves as median, however eastern portion of the segment lacks a median striping. concrete sidewalk is present intermittently on both the easterly and westerly side from Scenic Drive to Iron Court and consistently from Iron Court to Coffee Road, Class III bike route is present along the portion of the segment. Intersections along the segment are either stop controlled, yield controlled or a combination of stop and yield controlled. Left turn pocket exist at intersection with Coffee Road and Scenic Drive. Yellow marked school crosswalk are present at intersection with Wylie Drive and Coffee Road. On-street parking is present in portion along the segment. School zone is present. A horizontal curve is present on the north side along the segment. Low driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 37 --> 35 §22358.6(b) - Lower the speed limit by 5-mph from the rounded speed limit if the speed limit was initially rounded down due to presence of vulnerable pedestrian groups including children, seniors, persons with disabilities and high collision rate as compared to statewide average collision rates: 35 --> 30
§22358.7 - Lower the speed limit by additional 5-mph due to presence of sidewalk/crosswalk, recreational land use, bike route and Church (ped-bike generator): 30 --> 25
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 384 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 2
25 3
26 4
27 6
28 7
29 4
30 4
31 4
32 2
33 2
34 3
35 3
36 3
37 3
38 1
39 3
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 54 24 - 39 30 mph 36 mph 25 - 34 39 72% 3% / 2 25% / 13

SPEED PARAMETERS
Brighton Ave Bet Coffee Rd & Scenic Dr
City of Modesto
Northbound Spot Speeds
09:50-11:05
8/26/2025
Project #: 25-090090-012
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 385 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 3
26 1
27 2
28 9
29 3
30 5
31 3
32 7
33 4
34 1
35 4
36 1
37 3
38 3
39 1
40 2
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 53 25 - 41 32 mph 37 mph 28 - 37 40 75% 11% / 6 14% / 7

SPEED PARAMETERS
Brighton Ave Bet Coffee Rd & Scenic Dr
City of Modesto
Southbound Spot Speeds
09:50-11:05
8/26/2025
Project #: 25-090090-012
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 386 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 2
25 6
26 5
27 8
28 16
29 7
30 9
31 7
32 9
33 6
34 4
35 7
36 4
37 6
38 4
39 4
40 2
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 107 24 - 41 31 mph 37 mph 26 - 35 78 73% 7% / 8 20% / 21

SPEED PARAMETERS
Brighton Ave Bet Coffee Rd & Scenic Dr
City of Modesto
Northbound & Southbound Spot Speeds
09:50-11:05
8/26/2025
Project #: 25-090090-012
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 387 -
Day: Thursday City: Modesto
Date: Project #: CA25_090089_012
NB SB EB WB Total
1,310 1,896 0 0 3,206

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 35 8 12:00 18 24 42 00:00 01:00 9 15 24
0:15 14 5 12:15 18 19 37 01:00 02:00 58 13
0:30 23 5 12:30 10 17 27 02:00 03:00 45 9
0:45 33 6 12:45 16 25 41 03:00 04:00 47 11
1:00 14 5 13:00 15 19 34 04:00 05:00 12 10 22
1:15 22 4 13:15 22 24 46 05:00 06:00 15 14 29
1:30 01 1 13:30 10 22 32 06:00 07:00 32 21 53
1:45 21 3 13:45 22 29 51 07:00 08:00 101 96 197
2:00 13 4 14:00 14 29 43 08:00 09:00 137 188 325
2:15 00 0 14:15 11 39 50 09:00 10:00 70 65 135
2:30 00 0 14:30 38 32 70 10:00 11:00 58 85 143
2:45 32 5 14:45 27 28 55 11:00 12:00 60 88 148
3:00 23 5 15:00 17 30 47 12:00 13:00 62 85 147
3:15 10 1 15:15 32 47 79 13:00 14:00 69 94 163
3:30 04 4 15:30 37 106 143 14:00 15:00 90 128 218
3:45 10 1 15:45 29 27 56 15:00 16:00 115 210 325
4:00 00 0 16:00 16 32 48 16:00 17:00 90 152 242
4:15 34 7 16:15 26 38 64 17:00 18:00 132 185 317
4:30 41 5 16:30 19 36 55 18:00 19:00 86 114 200
4:45 55 10 16:45 29 46 75 19:00 20:00 68 175 243
5:00 22 4 17:00 41 46 87 20:00 21:00 32 65 97
5:15 24 6 17:15 45 57 102 21:00 22:00 24 40 64
5:30 52 7 17:30 24 41 65 22:00 23:00 24 32 56
5:45 66 12 17:45 22 41 63 23:00 00:00 11 14 25
6:00 55 10 18:00 20 44 64
6:15 92 11 18:15 15 25 40 NB SB EB WB TOTAL
6:30 97 16 18:30 23 25 48 00:00 to 12:00
6:45 97 16 18:45 28 20 48 507 602 1109
7:00 12 9 21 19:00 19 31 50 7:45 7:45 7:45
7:15 26 21 47 19:15 20 32 52 156 218 374
7:30 29 22 51 19:30 18 62 80 0.830 0.673 0.754
7:45 34 44 78 19:45 11 50 61
8:00 43 81 124 20:00 5 20 25 12:00 to 00:00
8:15 47 69 116 20:15 4 13 17 803 1294 2097
8:30 32 24 56 20:30 12 18 30 16:45 15:15 16:45
8:45 15 14 29 20:45 11 14 25 139 212 329
9:00 26 19 45 21:00 8 17 25 0.772 0.500 0.806
9:15 21 17 38 21:15 6 14 20
9:30 11 16 27 21:30 85 13 07:00 to 09:00
9:45 12 13 25 21:45 24 6 238 284 522
10:00 13 20 33 22:00 55 10 7:45 7:45 7:45
10:15 16 23 39 22:15 4 11 15 156 218 374
10:30 14 21 35 22:30 98 17 0.830 0.673 0.754
10:45 15 21 36 22:45 68 14
11:00 10 22 32 23:00 27 9 16:00 to 18:00
11:15 16 25 41 23:15 35 8 222 337 559
11:30 19 23 42 23:30 21 3 16:45 16:45 16:45
11:45 15 18 33 23:45 41 5 139 190 329
TOTALS 507 602 0 0 1109 TOTALS 803 1294 0 0 2097 0.772 0.833 0.806 SPLIT % 46% 54% 0% 0% 35% SPLIT % 38% 62% 0% 0% 65%
Volume
VOLUME
Brighton Ave Bet Coffee Rd & Scenic Dr
8/14/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 388 -
Street: Burney Street
Limits: Downey Avenue to G Street
Direction: NB/SB
Date/Location of Survey 08/19/2025
Posted Speed Limit (mph) Not Posted
# Speed Data Collected 50
85th Percentile (mph) 31
10 mph Pace 22 - 31
Percent in Pace 88%
Average Daily Traffic (ADT) 11,672
Length of Segment (mi.) 0.14
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 25
Accident Rate (Acc/MVM) 13.68
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Service, Institutional, and Retail.

An one-way 2-lane minor arterial. concrete sidewalks is present on both the sides of the segment, No bicycle facilities are present .

Intersections with G Street and La Loma Avenue is controlled by signal, while the intersection with H Street is stop controlled. Right turn pocket exist at intersection with Coffee Road and Scenic Drive. Marked crosswalks are present at intersections with G Street and La Loma Avenue. On-street parking is present in portion along the segment. No school zone is present. Low driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 31 --> 30 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, retail land use and Church (ped-bike generator): 30 --> 25
Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: Not Posted Recommended Speed Limit: 25 Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 389 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 1
22 3
23 4
24 6
25 7
26 5
27 5
28 2
29 3
30 5
31 4
32 1
33 1
34 35
36 37
38 1
39 40
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 20 - 41 26 mph 31 mph 22 - 31 44 88% 4% / 2 8% / 4

SPEED PARAMETERS
Burney St Bet Downey Ave & G St
City of Modesto
Northbound Spot Speeds
12:50-13:30
8/19/2025
Project #: 25-090090-013
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 390 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 0 0 - 0 0 mph 0 mph 990 - 999 0 #DIV/0! #DIV/0! #DIV/0!

SPEED PARAMETERS
Burney St Bet Downey Ave & G St
City of Modesto
Southbound Spot Speeds
12:50-13:30
8/19/2025
Project #: 25-090090-013
0 2
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 391 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

SPEED PARAMETERS
Burney St Bet Downey Ave & G St
City of Modesto
Northbound & Southbound Spot Speeds
12:50-13:30
8/19/2025
Project #: 25-090090-013
0 510
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 392 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_013
NB SB EB WB Total
11,672 0 0 0 11,672

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 36 36 12:00 175 175 00:00 01:00 92 92
0:15 26 26 12:15 144 144 01:00 02:00 32 32
0:30 15 15 12:30 145 145 02:00 03:00 50 50
0:45 15 15 12:45 150 150 03:00 04:00 56 56
1:00 7 7 13:00 173 173 04:00 05:00 103 103
1:15 2 2 13:15 159 159 05:00 06:00 312 312
1:30 11 11 13:30 194 194 06:00 07:00 465 465
1:45 12 12 13:45 164 164 07:00 08:00 813 813
2:00 8 8 14:00 217 217 08:00 09:00 818 818
2:15 20 20 14:15 205 205 09:00 10:00 665 665
2:30 9 9 14:30 218 218 10:00 11:00 619 619
2:45 13 13 14:45 214 214 11:00 12:00 641 641
3:00 13 13 15:00 195 195 12:00 13:00 614 614
3:15 7 7 15:15 199 199 13:00 14:00 690 690
3:30 16 16 15:30 206 206 14:00 15:00 854 854
3:45 20 20 15:45 214 214 15:00 16:00 814 814
4:00 15 15 16:00 211 211 16:00 17:00 810 810
4:15 17 17 16:15 184 184 17:00 18:00 821 821
4:30 40 40 16:30 203 203 18:00 19:00 693 693
4:45 31 31 16:45 212 212 19:00 20:00 519 519
5:00 35 35 17:00 241 241 20:00 21:00 460 460
5:15 58 58 17:15 195 195 21:00 22:00 357 357
5:30 111 111 17:30 197 197 22:00 23:00 233 233
5:45 108 108 17:45 188 188 23:00 00:00 141 141
6:00 90 90 18:00 178 178
6:15 91 91 18:15 184 184 NB SB EB WB TOTAL
6:30 130 130 18:30 177 177 00:00 to 12:00
6:45 154 154 18:45 154 154 4666 4666
7:00 144 144 19:00 132 132 7:30 7:30
7:15 197 197 19:15 136 136 933 933
7:30 230 230 19:30 136 136 0.964 0.964
7:45 242 242 19:45 115 115
8:00 242 242 20:00 120 120 12:00 to 00:00
8:15 219 219 20:15 112 112 7006 7006
8:30 179 179 20:30 117 117 14:00 14:00
8:45 178 178 20:45 111 111 854 854
9:00 175 175 21:00 107 107 0.979 0.979
9:15 156 156 21:15 102 102
9:30 162 162 21:30 89 89 07:00 to 09:00
9:45 172 172 21:45 59 59 1631 1631
10:00 156 156 22:00 66 66 7:30 7:30
10:15 145 145 22:15 60 60 933 933
10:30 160 160 22:30 58 58 0.964 0.964
10:45 158 158 22:45 49 49
11:00 156 156 23:00 45 45 16:00 to 18:00
11:15 171 171 23:15 38 38 1631 1631
11:30 152 152 23:30 26 26 16:30 16:30
11:45 162 162 23:45 32 32 851 851
TOTALS 4666 0 0 0 4666 TOTALS 7006 0 0 0 7006 0.883 0.883 SPLIT % 100% 0% 0% 0% 40% SPLIT % 100% 0% 0% 0% 60%
Volume
Prepared by National Data & Surveying Services
VOLUME
Burney St Bet Downey Ave & G St
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
800
900
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 393 -
43 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 394 -
Street: California Avenue
Limits: S Carpenter Road to S Martin Luther King
Drive
Direction: EB/WB
Date/Location of Survey 08/19/2025
Posted Speed Limit (mph) 30
# Speed Data Collected 100
85th Percentile (mph) 30
10 mph Pace 23 - 32
Percent in Pace 98%
Average Daily Traffic (ADT) 4,530
Length of Segment (mi.) 1.02
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 31
Accident Rate (Acc/MVM) 6.13
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, Service, and Institutional.

An undivided 2-lane minor collector. Raised pavement markers and double yellow lines serves as median, discontinuos concrete sidewalk is present on both the side of the segment, No bicycle facilities are present . All the intersections are stop controlled. Left turn pocket exist at intersection with Carpenter Road. Marked crosswalks are present at intersection with Carpenter Road. Yellow marked School crosswalk is present at intersection with Panama Drive, Emerald Drive and Martin Luther King Drive. On-street parking is present along the portion of the segment. School zone is present. No horizontal or vertical curves exist along the segment.

Low driveway density on northerly side and high driveway density on southerly side. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 30 --> 30 Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 30 Recommended Speed Limit: 30
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 395 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 4
24 10
25 4
26 7
27 4
28 8
29 4
30 7
31 2
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 23 - 31 26 mph 30 mph 22 - 31 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
California Ave Bet S Carpenter Rd & S MLK Dr
City of Modesto
Eastbound Spot Speeds
11:25-13:25
8/19/2025
Project #: 25-090090-014
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 396 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 3
25 9
26 4
27 6
28 4
29 8
30 4
31 8
32 2
33 2
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 24 - 33 28 mph 31 mph 24 - 33 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
California Ave Bet S Carpenter Rd & S MLK Dr
City of Modesto
Westbound Spot Speeds
11:25-13:25
8/19/2025
Project #: 25-090090-014
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 397 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 4
24 13
25 13
26 11
27 10
28 12
29 12
30 11
31 10
32 2
33 2
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 23 - 33 27 mph 30 mph 23 - 32 98 98% 0% / 0 2% / 2

SPEED PARAMETERS
California Ave Bet S Carpenter Rd & S MLK Dr
City of Modesto
Eastbound & Westbound Spot Speeds
11:25-13:25
8/19/2025
Project #: 25-090090-014
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 398 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_014
NB SB EB WB Total
0 0 2,358 2,172 4,530

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 64 10 12:00 35 27 62 00:00 01:00 17 17 34
0:15 56 11 12:15 24 21 45 01:00 02:00 93 12
0:30 34 7 12:30 26 25 51 02:00 03:00 25 7
0:45 33 6 12:45 25 26 51 03:00 04:00 9 22 31
1:00 32 5 13:00 27 15 42 04:00 05:00 11 28 39
1:15 30 3 13:15 27 19 46 05:00 06:00 35 41 76
1:30 31 4 13:30 22 24 46 06:00 07:00 56 45 101
1:45 00 0 13:45 33 28 61 07:00 08:00 140 106 246
2:00 00 0 14:00 19 22 41 08:00 09:00 335 327 662
2:15 11 2 14:15 29 31 60 09:00 10:00 105 94 199
2:30 13 4 14:30 55 31 86 10:00 11:00 90 82 172
2:45 01 1 14:45 69 52 121 11:00 12:00 82 91 173
3:00 23 5 15:00 64 81 145 12:00 13:00 110 99 209
3:15 46 10 15:15 80 59 139 13:00 14:00 109 86 195
3:30 28 10 15:30 58 58 116 14:00 15:00 172 136 308
3:45 15 6 15:45 46 65 111 15:00 16:00 248 263 511
4:00 45 9 16:00 46 33 79 16:00 17:00 188 155 343
4:15 29 11 16:15 42 44 86 17:00 18:00 131 114 245
4:30 36 9 16:30 48 40 88 18:00 19:00 133 134 267
4:45 28 10 16:45 52 38 90 19:00 20:00 106 116 222
5:00 77 14 17:00 37 27 64 20:00 21:00 129 80 209
5:15 8 11 19 17:15 29 34 63 21:00 22:00 69 64 133
5:30 10 12 22 17:30 30 26 56 22:00 23:00 50 40 90
5:45 10 11 21 17:45 35 27 62 23:00 00:00 22 24 46
6:00 8 12 20 18:00 41 36 77
6:15 12 18 30 18:15 28 28 56 NB SB EB WB TOTAL
6:30 22 5 27 18:30 18 33 51 00:00 to 12:00
6:45 14 10 24 18:45 46 37 83 891 861 1752
7:00 27 23 50 19:00 29 24 53 8:00 8:00 8:00
7:15 27 25 52 19:15 35 29 64 335 327 662
7:30 32 24 56 19:30 22 29 51 0.855 0.736 0.792
7:45 54 34 88 19:45 20 34 54
8:00 75 48 123 20:00 25 20 45 12:00 to 00:00
8:15 92 88 180 20:15 35 19 54 1467 1311 2778
8:30 98 111 209 20:30 38 27 65 14:45 15:00 14:45
8:45 70 80 150 20:45 31 14 45 271 263 521
9:00 30 40 70 21:00 22 22 44 0.847 0.812 0.898
9:15 20 23 43 21:15 16 20 36
9:30 28 15 43 21:30 19 13 32 07:00 to 09:00
9:45 27 16 43 21:45 12 9 21 475 433 908
10:00 20 20 40 22:00 20 8 28 8:00 8:00 8:00
10:15 29 19 48 22:15 14 12 26 335 327 662
10:30 24 18 42 22:30 89 17 0.855 0.736 0.792
10:45 17 25 42 22:45 8 11 19
11:00 15 20 35 23:00 4 12 16 16:00 to 18:00
11:15 24 29 53 23:15 84 12 319 269 588
11:30 23 18 41 23:30 53 8 16:00 16:00 16:00
11:45 20 24 44 23:45 55 10 188 155 343
TOTALS 0 0 891 861 1752 TOTALS 0 0 1467 1311 2778 0.904 0.881 0.953 SPLIT % 0% 0% 51% 49% 39% SPLIT % 0% 0% 53% 47% 61%
Volume
Prepared by National Data & Surveying Services
VOLUME
California Ave Bet S Carpenter Rd & S MLK Dr
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
400
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 399 -
Street: Capistrano Drive
Limits: Pamplona Way to End
Direction: NB/SB
Date/Location of Survey 08/19/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 100
85th Percentile (mph) 30
10 mph Pace 21 - 30
Percent in Pace 75%
Average Daily Traffic (ADT) 1,659
Length of Segment (mi.) 0.50
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 1
Accident Rate (Acc/MVM) 1.10
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential and Institutional.

An undivided 2-lane minor collector. double yellow lines serves as median, however north of El Pasado Drive and south of Haddon Avenue lacks median striping, concrete sidewalk is present on the easterly side of the segment and on westerly side from El Pasado Drive to end No bicycle facilities are present . Intersections along the segment are either stop controlled, and yield controlled. Yellow marked School crosswalks are present at intersection with Haddon Avenue, Poppypatch Drive, Barcelona Drive, El Pasado Drive and Penny Lane. On-street parking is available along the segment. School zone is present. A horizontal curve is present on the south side along the segment. Medium driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 30 --> 30 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, and school (ped-bike generator): 30 --> 25
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 400 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 1
19 20 2
21 1
22 3
23 5
24 5
25 4
26 7
27 2
28 4
29 2
30 6
31 32 5
33 1
34 35 1
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 17 - 35 26 mph 30 mph 23 - 32 40 80% 16% / 8 4% / 2

SPEED PARAMETERS
Capistrano Dr Bet Pamplona Way & End of Capistano Dr
City of Modesto
Northbound Spot Speeds
13:45-15:15
8/19/2025
Project #: 25-090090-015
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 401 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 4
19 3
20 4
21 3
22 2
23 4
24 2
25 9
26 6
27 3
28 5
29 1
30 1
31 1
32 2
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 18 - 32 25 mph 28 mph 19 - 28 41 82% 8% / 4 10% / 5

SPEED PARAMETERS
Capistrano Dr Bet Pamplona Way & End of Capistano Dr
City of Modesto
Southbound Spot Speeds
13:45-15:15
8/19/2025
Project #: 25-090090-015
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 402 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 5
19 3
20 6
21 4
22 5
23 9
24 7
25 13
26 13
27 5
28 9
29 3
30 7
31 1
32 7
33 1
34 35 1
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 17 - 35 25 mph 30 mph 21 - 30 75 75% 15% / 15 10% / 10

SPEED PARAMETERS
Capistrano Dr Bet Pamplona Way & End of Capistano Dr
City of Modesto
Northbound & Southbound Spot Speeds
13:45-15:15
8/19/2025
Project #: 25-090090-015
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 403 -
Day: Thursday City: Modesto
Date: Project #: CA25_090089_015
NB SB EB WB Total
627 1,032 0 0 1,659

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 02 2 12:00 9 12 21 00:00 01:00 56 11
0:15 22 4 12:15 9 15 24 01:00 02:00 25 7
0:30 22 4 12:30 7 16 23 02:00 03:00 20 2
0:45 10 1 12:45 11 9 20 03:00 04:00 64 10
1:00 00 0 13:00 12 9 21 04:00 05:00 62 8
1:15 12 3 13:15 66 12 05:00 06:00 11 8 19
1:30 01 1 13:30 5 16 21 06:00 07:00 16 8 24
1:45 12 3 13:45 11 18 29 07:00 08:00 51 100 151
2:00 00 0 14:00 8 45 53 08:00 09:00 49 109 158
2:15 10 1 14:15 5 25 30 09:00 10:00 36 36 72
2:30 00 0 14:30 16 41 57 10:00 11:00 30 29 59
2:45 10 1 14:45 10 20 30 11:00 12:00 26 46 72
3:00 02 2 15:00 14 22 36 12:00 13:00 36 52 88
3:15 10 1 15:15 12 18 30 13:00 14:00 34 49 83
3:30 20 2 15:30 14 25 39 14:00 15:00 39 131 170
3:45 32 5 15:45 12 28 40 15:00 16:00 52 93 145
4:00 21 3 16:00 11 27 38 16:00 17:00 41 96 137
4:15 10 1 16:15 15 25 40 17:00 18:00 31 65 96
4:30 10 1 16:30 11 24 35 18:00 19:00 35 55 90
4:45 21 3 16:45 4 20 24 19:00 20:00 43 38 81
5:00 33 6 17:00 9 14 23 20:00 21:00 37 40 77
5:15 21 3 17:15 6 20 26 21:00 22:00 19 31 50
5:30 30 3 17:30 11 18 29 22:00 23:00 12 18 30
5:45 34 7 17:45 5 13 18 23:00 00:00 8 11 19
6:00 11 2 18:00 7 13 20
6:15 23 5 18:15 11 12 23 NB SB EB WB TOTAL
6:30 51 6 18:30 10 13 23 00:00 to 12:00
6:45 83 11 18:45 7 17 24 240 353 593
7:00 10 7 17 19:00 14 8 22 7:30 7:30 7:30
7:15 88 16 19:15 8 10 18 61 169 230
7:30 14 19 33 19:30 11 11 22 0.803 0.640 0.676
7:45 19 66 85 19:45 10 9 19
8:00 18 66 84 20:00 10 13 23 12:00 to 00:00
8:15 10 18 28 20:15 13 9 22 387 679 1066
8:30 9 17 26 20:30 98 17 14:30 14:00 14:00
8:45 12 8 20 20:45 5 10 15 52 131 170
9:00 12 10 22 21:00 7 11 18 0.813 0.728 0.746
9:15 47 11 21:15 4 12 16
9:30 9 11 20 21:30 34 7 07:00 to 09:00
9:45 11 8 19 21:45 54 9 100 209 309
10:00 85 13 22:00 47 11 7:30 7:30 7:30
10:15 88 16 22:15 33 6 61 169 230
10:30 75 12 22:30 15 6 0.803 0.640 0.676
10:45 7 11 18 22:45 43 7
11:00 67 13 23:00 31 4 16:00 to 18:00
11:15 8 10 18 23:15 04 4 72 161 233
11:30 4 13 17 23:30 25 7 16:00 16:00 16:00
11:45 8 16 24 23:45 31 4 41 96 137
TOTALS 240 353 0 0 593 TOTALS 387 679 0 0 1066 0.683 0.889 0.856 SPLIT % 40% 60% 0% 0% 36% SPLIT % 36% 64% 0% 0% 64%
Volume
Prepared by National Data & Surveying Services
VOLUME
Capistrano Dr Bet Pamplona Way & End of Capistano Dr
8/14/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120
140
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 404 -
Street: Carver Road
Limits: N 9th Street to W Briggsmore Avenue
Direction: NB/SB
Date/Location of Survey 08/21/2025
Posted Speed Limit (mph) 30
# Speed Data Collected 100
85th Percentile (mph) 38
10 mph Pace 31 - 40
Percent in Pace 95%
Average Daily Traffic (ADT) 6,493
Length of Segment (mi.) 1.03
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 57
Accident Rate (Acc/MVM) 7.78
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, Institutional, Retail, Service and Recreational.

Medium driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 38 --> 40 §22358.6(c) - Lower the speed limit by 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 40 --> 35
§22358.7 - Lower the speed limit by additional 5-mph due to presence of sidewalk/crosswalk, retail and recreational land use and Church (ped-bike generator): 35 --> 30
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 30 Recommended Speed Limit: 30
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 405 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 2
30 3
31 5
32 8
33 4
34 4
35 7
36 3
37 5
38 2
39 4
40 3
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 29 - 40 34 mph 38 mph 30 - 39 45 90% 4% / 2 6% / 3

SPEED PARAMETERS
Carver Rd Bet N 9th St & W Briggsmore Ave
City of Modesto
Northbound Spot Speeds
14:00-16:00
8/21/2025
Project #: 25-090090-016
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 406 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 3
32 7
33 3
34 7
35 8
36 4
37 9
38 3
39 4
40 2
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 31 - 40 35 mph 38 mph 31 - 40 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
Carver Rd Bet N 9th St & W Briggsmore Ave
City of Modesto
Southbound Spot Speeds
14:00-16:00
8/21/2025
Project #: 25-090090-016
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 407 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 2
30 3
31 8
32 15
33 7
34 11
35 15
36 7
37 14
38 5
39 8
40 5
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 29 - 40 35 mph 38 mph 31 - 40 95 95% 5% / 5 0% / 0

SPEED PARAMETERS
Carver Rd Bet N 9th St & W Briggsmore Ave
City of Modesto
Northbound & Southbound Spot Speeds
14:00-16:00
8/21/2025
Project #: 25-090090-016
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 408 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_016
NB SB EB WB Total
2,911 3,582 0 0 6,493

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 66 12 12:00 45 51 96 00:00 01:00 18 19 37
0:15 76 13 12:15 47 54 101 01:00 02:00 12 6 18
0:30 24 6 12:30 47 47 94 02:00 03:00 7 11 18
0:45 33 6 12:45 38 46 84 03:00 04:00 8 16 24
1:00 63 9 13:00 34 49 83 04:00 05:00 16 24 40
1:15 11 2 13:15 42 55 97 05:00 06:00 25 44 69
1:30 41 5 13:30 45 48 93 06:00 07:00 46 69 115
1:45 11 2 13:45 56 44 100 07:00 08:00 153 204 357
2:00 33 6 14:00 58 55 113 08:00 09:00 175 306 481
2:15 32 5 14:15 47 66 113 09:00 10:00 142 174 316
2:30 14 5 14:30 72 88 160 10:00 11:00 142 171 313
2:45 02 2 14:45 75 97 172 11:00 12:00 208 210 418
3:00 26 8 15:00 73 84 157 12:00 13:00 177 198 375
3:15 33 6 15:15 69 75 144 13:00 14:00 177 196 373
3:30 14 5 15:30 58 71 129 14:00 15:00 252 306 558
3:45 23 5 15:45 67 86 153 15:00 16:00 267 316 583
4:00 45 9 16:00 58 86 144 16:00 17:00 240 339 579
4:15 35 8 16:15 53 96 149 17:00 18:00 280 293 573
4:30 38 11 16:30 68 78 146 18:00 19:00 155 224 379
4:45 66 12 16:45 61 79 140 19:00 20:00 125 156 281
5:00 57 12 17:00 92 91 183 20:00 21:00 106 111 217
5:15 58 13 17:15 72 79 151 21:00 22:00 80 98 178
5:30 7 14 21 17:30 60 62 122 22:00 23:00 62 57 119
5:45 8 15 23 17:45 56 61 117 23:00 00:00 38 34 72
6:00 4 12 16 18:00 44 57 101
6:15 15 14 29 18:15 32 70 102 NB SB EB WB TOTAL
6:30 12 16 28 18:30 41 45 86 00:00 to 12:00
6:45 15 27 42 18:45 38 52 90 952 1254 2206
7:00 18 29 47 19:00 41 40 81 11:00 7:30 7:45
7:15 37 33 70 19:15 25 45 70 208 317 505
7:30 41 62 103 19:30 31 35 66 0.867 0.901 0.922
7:45 57 80 137 19:45 28 36 64
8:00 42 87 129 20:00 31 29 60 12:00 to 00:00
8:15 43 88 131 20:15 26 32 58 1959 2328 4287
8:30 46 62 108 20:30 24 26 50 16:30 15:45 14:30
8:45 44 69 113 20:45 25 24 49 293 346 633
9:00 38 51 89 21:00 20 17 37 0.796 0.901 0.920
9:15 33 45 78 21:15 19 27 46
9:30 37 36 73 21:30 26 35 61 07:00 to 09:00
9:45 34 42 76 21:45 15 19 34 328 510 838
10:00 37 40 77 22:00 11 13 24 7:45 7:30 7:45
10:15 32 42 74 22:15 13 13 26 188 317 505
10:30 35 43 78 22:30 17 17 34 0.825 0.901 0.922
10:45 38 46 84 22:45 21 14 35
11:00 57 42 99 23:00 15 13 28 16:00 to 18:00
11:15 46 34 80 23:15 10 9 19 520 632 1152
11:30 45 70 115 23:30 59 14 16:30 16:15 16:30
11:45 60 64 124 23:45 83 11 293 344 620
TOTALS 952 1254 0 0 2206 TOTALS 1959 2328 0 0 4287 0.796 0.896 0.847 SPLIT % 43% 57% 0% 0% 34% SPLIT % 46% 54% 0% 0% 66%
Volume
Prepared by National Data & Surveying Services
VOLUME
Carver Rd Bet N 9th St & W Briggsmore Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
400
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 409 -
Street: Carver Road
Limits: W Briggsmore Avenue to Standiford Avenue
Direction: NB/SB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 30
# Speed Data Collected 129
85th Percentile (mph) 35
10 mph Pace 26 - 35
Percent in Pace 84%
Average Daily Traffic (ADT) 7,151
Length of Segment (mi.) 1.27
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 51
Accident Rate (Acc/MVM) 5.13
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, Retail and Institutional.

An undivided 2-lane minor collector. double yellow lines serves as median, concrete sidewalk is present on both the sides of the segment, No bicycle facilities are present . Intersections with Briggsmore Avenue and Standiford Avenue is controlled by signal, while rest are stop controlled. Left turn pocket exist at intersection with Briggsmore Avenue and Standiford Avenue. Marked crosswalks are present at intersection with Briggsmore Avenue, Rumble Road and Standiford Avenue. Yellow marked School crosswalks are present at intersections with Sheldon Drive and Mount Vernon Drive. On-street parking is available along the segment. School zone is present. High driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 35 --> 35 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, and Church (ped-bike generator): 35 --> 30
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 30 Recommended Speed Limit: 30
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 410 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 4
26 2
27 3
28 3
29 5
30 7
31 9
32 9
33 6
34 9
35 7
36 3
37 1
38 2
39 2
40 41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 73 25 - 41 32 mph 35 mph 27 - 36 61 84% 8% / 6 9% / 6

SPEED PARAMETERS
Carver Rd Bet W Briggsmore Ave & Standiford Ave
City of Modesto
Northbound Spot Speeds
11:50-12:30
8/20/2025
Project #: 25-090090-017
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 411 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 9
27 2
28 3
29 5
30 3
31 8
32 6
33 4
34 4
35 4
36 1
37 3
38 2
39 2
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 56 26 - 39 31 mph 35 mph 26 - 35 48 86% 0% / 0 15% / 8

SPEED PARAMETERS
Carver Rd Bet W Briggsmore Ave & Standiford Ave
City of Modesto
Southbound Spot Speeds
11:50-12:30
8/20/2025
Project #: 25-090090-017
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 412 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 4
26 11
27 5
28 6
29 10
30 10
31 17
32 15
33 10
34 13
35 11
36 4
37 4
38 4
39 4
40 41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 129 25 - 41 32 mph 35 mph 26 - 35 108 84% 3% / 4 14% / 17

SPEED PARAMETERS
Carver Rd Bet W Briggsmore Ave & Standiford Ave
City of Modesto
Northbound & Southbound Spot Speeds
11:50-12:30
8/20/2025
Project #: 25-090090-017
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 413 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_017
NB SB EB WB Total
3,533 3,618 0 0 7,151

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 92 11 12:00 53 57 110 00:00 01:00 26 21 47
0:15 67 13 12:15 50 38 88 01:00 02:00 8 17 25
0:30 75 12 12:30 49 52 101 02:00 03:00 10 6 16
0:45 47 11 12:45 48 63 111 03:00 04:00 11 16 27
1:00 27 9 13:00 53 55 108 04:00 05:00 16 20 36
1:15 34 7 13:15 55 49 104 05:00 06:00 54 33 87
1:30 15 6 13:30 63 55 118 06:00 07:00 80 64 144
1:45 21 3 13:45 71 49 120 07:00 08:00 261 241 502
2:00 42 6 14:00 59 77 136 08:00 09:00 256 272 528
2:15 40 4 14:15 71 75 146 09:00 10:00 161 172 333
2:30 14 5 14:30 74 83 157 10:00 11:00 181 169 350
2:45 10 1 14:45 65 82 147 11:00 12:00 191 222 413
3:00 33 6 15:00 76 76 152 12:00 13:00 200 210 410
3:15 34 7 15:15 77 67 144 13:00 14:00 242 208 450
3:30 15 6 15:30 79 76 155 14:00 15:00 269 317 586
3:45 44 8 15:45 79 72 151 15:00 16:00 311 291 602
4:00 43 7 16:00 71 91 162 16:00 17:00 271 297 568
4:15 38 11 16:15 80 83 163 17:00 18:00 284 267 551
4:30 54 9 16:30 61 66 127 18:00 19:00 221 226 447
4:45 45 9 16:45 59 57 116 19:00 20:00 144 181 325
5:00 75 12 17:00 80 78 158 20:00 21:00 140 164 304
5:15 12 8 20 17:15 72 66 138 21:00 22:00 98 113 211
5:30 18 5 23 17:30 67 73 140 22:00 23:00 64 60 124
5:45 17 15 32 17:45 65 50 115 23:00 00:00 34 31 65
6:00 10 11 21 18:00 49 60 109
6:15 9 18 27 18:15 60 69 129 NB SB EB WB TOTAL
6:30 25 11 36 18:30 54 45 99 00:00 to 12:00
6:45 36 24 60 18:45 58 52 110 1255 1253 2508
7:00 36 36 72 19:00 33 60 93 7:30 7:30 7:30
7:15 49 43 92 19:15 43 42 85 328 329 657
7:30 78 80 158 19:30 29 34 63 0.837 0.806 0.902
7:45 98 82 180 19:45 39 45 84
8:00 80 102 182 20:00 31 37 68 12:00 to 00:00
8:15 72 65 137 20:15 41 36 77 2278 2365 4643
8:30 54 57 111 20:30 37 45 82 15:00 15:30 15:30
8:45 50 48 98 20:45 31 46 77 311 322 631
9:00 47 47 94 21:00 26 30 56 0.984 0.885 0.968
9:15 31 40 71 21:15 27 37 64
9:30 44 32 76 21:30 30 25 55 07:00 to 09:00
9:45 39 53 92 21:45 15 21 36 517 513 1030
10:00 42 37 79 22:00 19 17 36 7:30 7:30 7:30
10:15 46 47 93 22:15 16 15 31 328 329 657
10:30 51 46 97 22:30 17 17 34 0.837 0.806 0.902
10:45 42 39 81 22:45 12 11 23
11:00 41 37 78 23:00 12 9 21 16:00 to 18:00
11:15 40 61 101 23:15 9 10 19 555 564 1119
11:30 59 56 115 23:30 57 12 17:00 16:00 16:00
11:45 51 68 119 23:45 85 13 284 297 568
TOTALS 1255 1253 0 0 2508 TOTALS 2278 2365 0 0 4643 0.888 0.816 0.871 SPLIT % 50% 50% 0% 0% 35% SPLIT % 49% 51% 0% 0% 65%
Volume
Prepared by National Data & Surveying Services
VOLUME
Carver Rd Bet W Briggsmore Ave & Standiford Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 414 -
Street: Carver Road
Limits: Standiford Avenue to Bangs Avenue
Direction: NB/SB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 30
# Speed Data Collected 124
85th Percentile (mph) 38
10 mph Pace 29 - 38
Percent in Pace 86%
Average Daily Traffic (ADT) 5,609
Length of Segment (mi.) 1.01
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 20
Accident Rate (Acc/MVM) 3.22
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Service, Residential, Recreational, and Institutional.

An undivided 2-lane minor collector. Raised pavement markers and double yellow lines serves as median, concrete sidewalk is present on the westerly side of the segment and on easterly side in portions along the segment , No bicycle facilities are present .

Intersections with Pelandale Avenue and Standiford Avenue is controlled by signal, while all the others are stop or yield controlled.

Left turn pocket exist at intersection with Pelandale Avenue and Standiford Avenue. Right turn pocket exist at intersection with Pelandale Avenue . Marked crosswalks are present at intersection with Snyder Avenue, Pelandale Avenue and Standiford Avenue.

Yellow marked School crosswalk is present at intersection with Cheyenne Way. Midblock crosswalk is present along the segment. Onstreet parking is available along the segment. School zone is present. Low driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 38 --> 40 §22358.6(c) - Lower the speed limit by 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 40 --> 35
§22358.7 - Lower the speed limit by additional 5-mph from the rounded speed due to presence of sidewalk/crosswalk, and recreational land use (ped-bike generator): 35 --> 30
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 30 Recommended Speed Limit: 30
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 415 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 2
26 1
27 28 2
29 5
30 5
31 2
32 5
33 7
34 10
35 8
36 5
37 2
38 6
39 40 1
41 2
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 63 25 - 41 34 mph 37 mph 29 - 38 55 87% 7% / 5 5% / 3

SPEED PARAMETERS
Carver Rd Bet Standiford Ave & Bangs Ave
City of Modesto
Northbound Spot Speeds
13:00-13:40
8/20/2025
Project #: 25-090090-018
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 416 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 2
30 2
31 5
32 6
33 3
34 4
35 7
36 9
37 9
38 5
39 6
40 41 1
42 43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 61 28 - 43 36 mph 38 mph 30 - 39 56 92% 4% / 3 4% / 2

SPEED PARAMETERS
Carver Rd Bet Standiford Ave & Bangs Ave
City of Modesto
Southbound Spot Speeds
13:00-13:40
8/20/2025
Project #: 25-090090-018
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 417 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 2
26 1
27 28 3
29 7
30 7
31 7
32 11
33 10
34 14
35 15
36 14
37 11
38 11
39 6
40 1
41 3
42 43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 124 25 - 43 34 mph 38 mph 29 - 38 107 86% 4% / 6 9% / 11

SPEED PARAMETERS
Carver Rd Bet Standiford Ave & Bangs Ave
City of Modesto
Northbound & Southbound Spot Speeds
13:00-13:40
8/20/2025
Project #: 25-090090-018
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 418 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_018
NB SB EB WB Total
2,678 2,931 0 0 5,609

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 23 5 12:00 32 40 72 00:00 01:00 9 21 30
0:15 29 11 12:15 35 46 81 01:00 02:00 8 13 21
0:30 35 8 12:30 33 28 61 02:00 03:00 74 11
0:45 24 6 12:45 39 40 79 03:00 04:00 87 15
1:00 38 11 13:00 33 45 78 04:00 05:00 18 17 35
1:15 11 2 13:15 29 39 68 05:00 06:00 53 22 75
1:30 33 6 13:30 45 35 80 06:00 07:00 74 63 137
1:45 11 2 13:45 58 54 112 07:00 08:00 162 203 365
2:00 31 4 14:00 30 63 93 08:00 09:00 224 259 483
2:15 10 1 14:15 56 74 130 09:00 10:00 103 118 221
2:30 21 3 14:30 78 58 136 10:00 11:00 132 132 264
2:45 12 3 14:45 74 72 146 11:00 12:00 135 156 291
3:00 31 4 15:00 64 54 118 12:00 13:00 139 154 293
3:15 03 3 15:15 63 58 121 13:00 14:00 165 173 338
3:30 12 3 15:30 58 42 100 14:00 15:00 238 267 505
3:45 41 5 15:45 56 62 118 15:00 16:00 241 216 457
4:00 31 4 16:00 64 91 155 16:00 17:00 236 280 516
4:15 66 12 16:15 60 92 152 17:00 18:00 236 252 488
4:30 53 8 16:30 50 43 93 18:00 19:00 157 178 335
4:45 47 11 16:45 62 54 116 19:00 20:00 125 127 252
5:00 36 9 17:00 54 77 131 20:00 21:00 96 122 218
5:15 11 2 13 17:15 61 54 115 21:00 22:00 61 79 140
5:30 23 5 28 17:30 64 67 131 22:00 23:00 34 40 74
5:45 16 9 25 17:45 57 54 111 23:00 00:00 17 28 45
6:00 10 7 17 18:00 53 47 100
6:15 13 19 32 18:15 38 55 93 NB SB EB WB TOTAL
6:30 17 18 35 18:30 35 34 69 00:00 to 12:00
6:45 34 19 53 18:45 31 42 73 933 1015 1948
7:00 25 20 45 19:00 36 32 68 7:45 7:30 7:30
7:15 40 34 74 19:15 38 33 71 235 310 535
7:30 43 73 116 19:30 17 23 40 0.904 0.783 0.826
7:45 54 76 130 19:45 34 39 73
8:00 63 99 162 20:00 29 33 62 12:00 to 00:00
8:15 65 62 127 20:15 27 41 68 1745 1916 3661
8:30 53 53 106 20:30 17 28 45 14:30 15:45 14:15
8:45 43 45 88 20:45 23 20 43 279 288 530
9:00 38 27 65 21:00 15 22 37 0.894 0.783 0.908
9:15 26 25 51 21:15 13 22 35
9:30 22 33 55 21:30 16 16 32 07:00 to 09:00
9:45 17 33 50 21:45 17 19 36 386 462 848
10:00 28 28 56 22:00 12 13 25 7:45 7:30 7:30
10:15 28 40 68 22:15 47 11 235 310 535
10:30 35 34 69 22:30 10 10 20 0.904 0.783 0.826
10:45 41 30 71 22:45 8 10 18
11:00 23 29 52 23:00 47 11 16:00 to 18:00
11:15 39 39 78 23:15 59 14 472 532 1004
11:30 35 45 80 23:30 35 8 16:45 16:00 16:00
11:45 38 43 81 23:45 57 12 241 280 516
TOTALS 933 1015 0 0 1948 TOTALS 1745 1916 0 0 3661 0.941 0.761 0.832 SPLIT % 48% 52% 0% 0% 35% SPLIT % 48% 52% 0% 0% 65%
Volume
Prepared by National Data & Surveying Services
VOLUME
Carver Rd Bet Standiford Ave & Bangs Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 419 -
Street: Celeste Drive
Limits: Coffee Road to Oakdale Road
Direction: EB/WB
Date/Location of Survey 08/27/2025
Posted Speed Limit (mph) 30
# Speed Data Collected 104
85th Percentile (mph) 35
10 mph Pace 26 - 35
Percent in Pace 85%
Average Daily Traffic (ADT) 3,532
Length of Segment (mi.) 0.99
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 28
Accident Rate (Acc/MVM) 7.28
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, Retail, Service, Institutional, Medical and Office.

An undivided 2-lane minor collector. Raised pavement markers and double yellow lines serves as median, concrete sidewalk is present on both the sides of the segment, Class III bike route is present along a portion of the segment. All the intersections along the segment are stop controlled, except at the intersection with Serena Avenue is Yield controlled. Left turn pocket exist at intersection with Coffee Road and Oakdale Road. Marked crosswalks are present at intersection with Oakdale Road. Yellow marked School crosswalk is present at intersection with Vera Cruz Drive, Rose Avenue and Cota Way. On-street parking is available along the segment. School zone is present. A horizontal curve is present on the west side along the segment. High driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 35 --> 35 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, retail land use, bike route and school (ped-bike generator): 35 --> 30
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 30 Recommended Speed Limit: 30
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 420 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 3
27 2
28 3
29 5
30 3
31 8
32 7
33 5
34 3
35 2
36 3
37 3
38 1
39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 25 - 39 31 mph 36 mph 28 - 37 42 84% 12% / 6 4% / 2

SPEED PARAMETERS
2000 Celeste Dr
City of Modesto
Eastbound Spot Speeds
09:00-10:30
8/27/2025
Project #: 25-090090-019
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 421 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 2
27 4
28 3
29 1
30 5
31 8
32 4
33 7
34 6
35 7
36 2
37 3
38 1
39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 54 26 - 39 32 mph 35 mph 26 - 35 47 87% 0% / 0 13% / 7

SPEED PARAMETERS
2000 Celeste Dr
City of Modesto
Westbound Spot Speeds
09:00-10:30
8/27/2025
Project #: 25-090090-019
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 422 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 5
27 6
28 6
29 6
30 8
31 16
32 11
33 12
34 9
35 9
36 5
37 6
38 2
39 2
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 104 25 - 39 32 mph 35 mph 26 - 35 88 85% 0% / 1 15% / 15

SPEED PARAMETERS
2000 Celeste Dr
City of Modesto
Eastbound & Westbound Spot Speeds
09:00-10:30
8/27/2025
Project #: 25-090090-019
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 423 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_019
NB SB EB WB Total
0 0 1,602 1,930 3,532

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 63 9 12:00 17 30 47 00:00 01:00 14 5 19
0:15 41 5 12:15 15 23 38 01:00 02:00 55 10
0:30 20 2 12:30 22 20 42 02:00 03:00 63 9
0:45 21 3 12:45 10 24 34 03:00 04:00 7 13 20
1:00 21 3 13:00 22 13 35 04:00 05:00 7 27 34
1:15 10 1 13:15 17 26 43 05:00 06:00 19 53 72
1:30 01 1 13:30 13 26 39 06:00 07:00 27 99 126
1:45 23 5 13:45 22 34 56 07:00 08:00 87 260 347
2:00 40 4 14:00 28 44 72 08:00 09:00 74 182 256
2:15 01 1 14:15 37 34 71 09:00 10:00 62 90 152
2:30 10 1 14:30 35 41 76 10:00 11:00 74 96 170
2:45 12 3 14:45 41 30 71 11:00 12:00 87 86 173
3:00 21 3 15:00 37 34 71 12:00 13:00 64 97 161
3:15 20 2 15:15 34 31 65 13:00 14:00 74 99 173
3:30 16 7 15:30 40 36 76 14:00 15:00 141 149 290
3:45 26 8 15:45 43 28 71 15:00 16:00 154 129 283
4:00 00 0 16:00 44 22 66 16:00 17:00 169 107 276
4:15 28 10 16:15 33 22 55 17:00 18:00 156 127 283
4:30 27 9 16:30 52 41 93 18:00 19:00 100 82 182
4:45 3 12 15 16:45 40 22 62 19:00 20:00 94 89 183
5:00 37 10 17:00 47 32 79 20:00 21:00 73 59 132
5:15 19 10 17:15 43 41 84 21:00 22:00 37 34 71
5:30 5 13 18 17:30 37 26 63 22:00 23:00 38 22 60
5:45 10 24 34 17:45 29 28 57 23:00 00:00 33 17 50
6:00 4 20 24 18:00 25 18 43
6:15 6 26 32 18:15 26 24 50 NB SB EB WB TOTAL
6:30 9 29 38 18:30 29 21 50 00:00 to 12:00
6:45 8 24 32 18:45 20 19 39 469 919 1388
7:00 6 27 33 19:00 21 21 42 7:15 7:15 7:15
7:15 17 45 62 19:15 29 23 52 107 292 399
7:30 32 76 108 19:30 22 21 43 0.836 0.652 0.693
7:45 32 112 144 19:45 22 24 46
8:00 26 59 85 20:00 14 18 32 12:00 to 00:00
8:15 15 41 56 20:15 21 17 38 1133 1011 2144
8:30 16 35 51 20:30 23 15 38 16:30 13:45 16:30
8:45 17 47 64 20:45 15 9 24 182 153 318
9:00 8 19 27 21:00 16 10 26 0.875 0.869 0.855
9:15 19 26 45 21:15 57 12
9:30 17 21 38 21:30 97 16 07:00 to 09:00
9:45 18 24 42 21:45 7 10 17 161 442 603
10:00 16 21 37 22:00 10 6 16 7:15 7:15 7:15
10:15 17 25 42 22:15 11 5 16 107 292 399
10:30 23 23 46 22:30 10 8 18 0.836 0.652 0.693
10:45 18 27 45 22:45 73 10
11:00 26 27 53 23:00 10 5 15 16:00 to 18:00
11:15 17 21 38 23:15 74 11 325 234 559
11:30 24 21 45 23:30 12 8 20 16:30 16:30 16:30
11:45 20 17 37 23:45 40 4 182 136 318
TOTALS 0 0 469 919 1388 TOTALS 0 0 1133 1011 2144 0.875 0.829 0.855 SPLIT % 0% 0% 34% 66% 39% SPLIT % 0% 0% 53% 47% 61%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Celeste Dr Bet Coffee Rd & Oakdale Rd
8/19/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
300
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 424 -
Street: Cheyenne Way
Limits: Marsala Way to Carver Road
Direction: EB/WB
Date/Location of Survey 08/21/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 100
85th Percentile (mph) 32
10 mph Pace 23 - 32
Percent in Pace 86%
Average Daily Traffic (ADT) 1,046
Length of Segment (mi.) 1.05
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 8
Accident Rate (Acc/MVM) 6.65
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, Institutional, and Recreational.

An undivided 2-lane minor collector. concrete sidewalks is present on both the sides of the segment, No bicycle facilities are present . Intersection with Prescott Road is controlled by signal, while all the others are stop controlled. Left turn pocket exist at intersection with Prescott Road. Marked crosswalks are present at intersection with Prescott Road. Yellow marked School crosswalk is present at intersection with Carver Road, Cherokee Lane, Pomo Lane, and Shawnee Drive. On-street parking is available along the segment.

School zone is present. Horizontal curve is present along the segment. High driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 32 --> 30 §22358.7 - Lower the speed limit by additional 5-mph from the rounded speed due to presence of sidewalk/crosswalk, and school (ped-bike generator): 30 --> 25
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 425 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 21 1
22 2
23 3
24 4
25 4
26 6
27 4
28 3
29 6
30 5
31 3
32 3
33 1
34 1
35 36 1
37 1
38 39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 19 - 39 27 mph 32 mph 23 - 32 41 82% 8% / 4 10% / 5

SPEED PARAMETERS
Cheyenne Way Bet Marsala Way & Carver Rd
City of Modesto
Eastbound Spot Speeds
10:00-11:45
8/21/2025
Project #: 25-090090-020
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 426 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 2
24 25 4
26 7
27 5
28 7
29 7
30 6
31 3
32 4
33 2
34 35 1
36 37 1
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 22 - 37 28 mph 32 mph 23 - 32 45 90% 2% / 1 8% / 4

SPEED PARAMETERS
Cheyenne Way Bet Marsala Way & Carver Rd
City of Modesto
Westbound Spot Speeds
10:00-11:45
8/21/2025
Project #: 25-090090-020
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 427 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 21 1
22 3
23 5
24 4
25 8
26 13
27 9
28 10
29 13
30 11
31 6
32 7
33 3
34 1
35 1
36 1
37 2
38 39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 19 - 39 28 mph 32 mph 23 - 32 86 86% 5% / 5 9% / 9

SPEED PARAMETERS
Cheyenne Way Bet Marsala Way & Carver Rd
City of Modesto
Eastbound & Westbound Spot Speeds
10:00-11:45
8/21/2025
Project #: 25-090090-020
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 428 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_020
NB SB EB WB Total
0 0 537 509 1,046

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 12 3 12:00 57 12 00:00 01:00 43 7
0:15 31 4 12:15 7 12 19 01:00 02:00 02 2
0:30 00 0 12:30 98 17 02:00 03:00 00 0
0:45 00 0 12:45 13 5 18 03:00 04:00 32 5
1:00 01 1 13:00 96 15 04:00 05:00 51 6
1:15 00 0 13:15 78 15 05:00 06:00 45 9
1:30 00 0 13:30 9 11 20 06:00 07:00 17 5 22
1:45 01 1 13:45 58 13 07:00 08:00 46 15 61
2:00 00 0 14:00 78 15 08:00 09:00 61 27 88
2:15 00 0 14:15 8 10 18 09:00 10:00 29 33 62
2:30 00 0 14:30 10 7 17 10:00 11:00 28 22 50
2:45 00 0 14:45 16 12 28 11:00 12:00 39 23 62
3:00 01 1 15:00 12 12 24 12:00 13:00 34 32 66
3:15 00 0 15:15 7 19 26 13:00 14:00 30 33 63
3:30 01 1 15:30 88 16 14:00 15:00 41 37 78
3:45 30 3 15:45 68 14 15:00 16:00 33 47 80
4:00 11 2 16:00 8 13 21 16:00 17:00 41 52 93
4:15 00 0 16:15 5 13 18 17:00 18:00 37 45 82
4:30 20 2 16:30 14 9 23 18:00 19:00 30 45 75
4:45 20 2 16:45 14 17 31 19:00 20:00 18 30 48
5:00 00 0 17:00 7 12 19 20:00 21:00 21 24 45
5:15 01 1 17:15 15 13 28 21:00 22:00 8 11 19
5:30 12 3 17:30 10 9 19 22:00 23:00 59 14
5:45 32 5 17:45 5 11 16 23:00 00:00 36 9
6:00 31 4 18:00 7 21 28
6:15 40 4 18:15 10 12 22 NB SB EB WB TOTAL
6:30 72 9 18:30 84 12 00:00 to 12:00
6:45 32 5 18:45 58 13 236 138 374
7:00 57 12 19:00 37 10 7:45 9:00 7:45
7:15 17 2 19 19:15 10 8 18 63 33 91
7:30 10 3 13 19:30 37 10 0.875 0.825 0.843
7:45 14 3 17 19:45 28 10
8:00 18 9 27 20:00 66 12 12:00 to 00:00
8:15 16 10 26 20:15 4 11 15 301 371 672
8:30 15 6 21 20:30 74 11 16:30 17:15 16:30
8:45 12 2 14 20:45 43 7 50 54 101
9:00 5 10 15 21:00 35 8 0.833 0.643 0.815
9:15 7 10 17 21:15 21 3
9:30 57 12 21:30 12 3 07:00 to 09:00
9:45 12 6 18 21:45 23 5 107 42 149
10:00 11 4 15 22:00 11 2 7:45 7:45 7:45
10:15 95 14 22:15 02 2 63 28 91
10:30 55 10 22:30 33 6 0.875 0.700 0.843
10:45 38 11 22:45 13 4
11:00 95 14 23:00 11 2 16:00 to 18:00
11:15 11 7 18 23:15 12 3 78 97 175
11:30 10 7 17 23:30 13 4 16:30 16:00 16:30
11:45 94 13 23:45 00 0 50 52 101
TOTALS 0 0 236 138 374 TOTALS 0 0 301 371 672 0.833 0.765 0.815 SPLIT % 0% 0% 63% 37% 36% SPLIT % 0% 0% 45% 55% 64%
Volume
Prepared by National Data & Surveying Services
VOLUME
Cheyenne Way Bet Marsala Way & Carver Rd
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 10
20 30
40 50
60 70
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 429 -
Street: Claratina Avenue
Limits: McHenry Avenue to Oakdale Road
Direction: EB/WB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 45
# Speed Data Collected 116
85th Percentile (mph) 50
10 mph Pace 42 - 51
Percent in Pace 76%
Average Daily Traffic (ADT) 15,721
Length of Segment (mi.) 1.99
Street Classification Expressway
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 39
Accident Rate (Acc/MVM) 1.14
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, Retail, Service, Institutional, Recreational and Open/Agricultural Land.

An undivided 2-lane expressway. Raised pavement markers, raised median, and double yellow lines serves as median, Discontinuos concrete sidewalk is present on both the side of the segment. No bicycle facilities are present . Intersections with McHenry Avenue and Oakdale Road is controlled by signal, while all the others are stop or yield controlled, except the intersection with Coffee Road, which is a roundabout. Left turn pocket exist at intersection with McHenry Avenue and Oakdale Road. Right turn pocket exist at intersection with McHenry Avenue, Coffee Road and Oakdale Road. Marked crosswalks are present at intersection with McHenry Avenue and Coffee Road. On-street parking is available along very few portions of both the north and south sides of the segment.

No school zone is present. Low driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 50 --> 50 Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 45 Recommended Speed Limit: 50
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 430 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36 2
37 2
38 1
39 3
40 5
41 1
42 2
43 3
44 5
45 5
46 3
47 7
48 4
49 3
50 5
51 2
52 1
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 54 36 - 52 45 mph 49 mph 42 - 51 39 72% 25% / 14 2% / 1

SPEED PARAMETERS
Claratina Ave Bet SR 108/Mchenry Ave & Oakdale Rd
City of Modesto
Eastbound Spot Speeds
09:30-10:30
8/20/2025
Project #: 25-090090-021
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 431 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 2
38 1
39 1
40 2
41 2
42 4
43 6
44 5
45 6
46 4
47 5
48 7
49 6
50 2
51 2
52 3
53 4
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 62 37 - 53 46 mph 50 mph 40 - 49 47 76% 6% / 4 18% / 11

SPEED PARAMETERS
Claratina Ave Bet SR 108/Mchenry Ave & Oakdale Rd
City of Modesto
Westbound Spot Speeds
09:30-10:30
8/20/2025
Project #: 25-090090-021
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 432 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36 2
37 4
38 2
39 4
40 7
41 3
42 6
43 9
44 10
45 11
46 7
47 12
48 11
49 9
50 7
51 4
52 4
53 4
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 116 36 - 53 45 mph 50 mph 42 - 51 86 74% 18% / 22 7% / 8

SPEED PARAMETERS
Claratina Ave Bet SR 108/Mchenry Ave & Oakdale Rd
City of Modesto
Eastbound & Westbound Spot Speeds
09:30-10:30
8/20/2025
Project #: 25-090090-021
0 510 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 433 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_021
NB SB EB WB Total
0 0 8,577 7,144 15,721

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 16 6 22 12:00 126 118 244 00:00 01:00 64 30 94
0:15 11 10 21 12:15 112 118 230 01:00 02:00 22 9 31
0:30 23 7 30 12:30 123 90 213 02:00 03:00 19 22 41
0:45 14 7 21 12:45 165 125 290 03:00 04:00 11 34 45
1:00 73 10 13:00 131 97 228 04:00 05:00 35 63 98
1:15 62 8 13:15 126 107 233 05:00 06:00 90 139 229
1:30 23 5 13:30 134 98 232 06:00 07:00 173 282 455
1:45 71 8 13:45 153 126 279 07:00 08:00 463 650 1113
2:00 74 11 14:00 158 124 282 08:00 09:00 565 705 1270
2:15 63 9 14:15 128 137 265 09:00 10:00 415 482 897
2:30 45 9 14:30 158 141 299 10:00 11:00 408 405 813
2:45 2 10 12 14:45 165 172 337 11:00 12:00 451 405 856
3:00 27 9 15:00 206 121 327 12:00 13:00 526 451 977
3:15 35 8 15:15 224 103 327 13:00 14:00 544 428 972
3:30 28 10 15:30 171 120 291 14:00 15:00 609 574 1183
3:45 4 14 18 15:45 188 151 339 15:00 16:00 789 495 1284 4:00 5 13 18 16:00 185 138 323 16:00 17:00 781 504 1285 4:15 3 17 20 16:15 180 124 304 17:00 18:00 846 437 1283 4:30 11 16 27 16:30 213 124 337 18:00 19:00 530 363 893 4:45 16 17 33 16:45 203 118 321 19:00 20:00 382 243 625 5:00 12 20 32 17:00 257 111 368 20:00 21:00 382 184 566 5:15 16 23 39 17:15 190 110 300 21:00 22:00 219 112 331 5:30 35 47 82 17:30 211 106 317 22:00 23:00 142 93 235
5:45 27 49 76 17:45 188 110 298 23:00 00:00 111 34 145
6:00 27 37 64 18:00 151 108 259
6:15 35 35 70 18:15 137 95 232 NB SB EB WB TOTAL
6:30 48 89 137 18:30 132 84 216 00:00 to 12:00
6:45 63 121 184 18:45 110 76 186 2716 3226 5942
7:00 91 100 191 19:00 111 65 176 8:00 7:15 7:30
7:15 84 156 240 19:15 79 59 138 565 758 1308
7:30 134 180 314 19:30 100 61 161 0.883 0.886 0.889
7:45 154 214 368 19:45 92 58 150
8:00 117 208 325 20:00 126 50 176 12:00 to 00:00
8:15 146 155 301 20:15 96 59 155 5861 3918 9779
8:30 142 168 310 20:30 95 39 134 16:30 14:00 16:15
8:45 160 174 334 20:45 65 36 101 863 574 1330
9:00 115 143 258 21:00 66 35 101 0.839 0.834 0.904
9:15 101 100 201 21:15 55 22 77
9:30 99 123 222 21:30 61 29 90 07:00 to 09:00
9:45 100 116 216 21:45 37 26 63 1028 1355 2383
10:00 98 105 203 22:00 44 28 72 8:00 7:15 7:30
10:15 107 90 197 22:15 38 23 61 565 758 1308
10:30 97 102 199 22:30 35 23 58 0.883 0.886 0.889
10:45 106 108 214 22:45 25 19 44
11:00 116 95 211 23:00 29 8 37 16:00 to 18:00
11:15 113 100 213 23:15 37 10 47 1627 941 2568
11:30 111 100 211 23:30 25 12 37 16:30 16:00 16:15
11:45 111 110 221 23:45 20 4 24 863 504 1330
TOTALS 0 0 2716 3226 5942 TOTALS 0 0 5861 3918 9779 0.839 0.913 0.904 SPLIT % 0% 0% 46% 54% 38% SPLIT % 0% 0% 60% 40% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
Claratina Ave Bet SR 108/Mchenry Ave & Oakdale Rd
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
800
900
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 434 -
51 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 435 -
Street: Claus Road
Limits: Sylvan Avenue to E Briggsmore Avenue
Direction: NB/SB
Date/Location of Survey 08/27/2025
Posted Speed Limit (mph) 50
# Speed Data Collected 100
85th Percentile (mph) 55
10 mph Pace 47 - 56
Percent in Pace 76%
Average Daily Traffic (ADT) 20,610
Length of Segment (mi.) 1.53
Street Classification Expressway
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 56
Accident Rate (Acc/MVM) 1.62
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Retail, Service, Institutional and Open/Agricultural Land.

An undivided 2-lane expressway. Double yellow lines serves as median, concrete sidewalk is present approximately 405 feet on the westerly side of the segment, No bicycle facilities are present . Intersections with Sylvan Avenue and Briggsmore Avenue is controlled by signal, while all the others are stop controlled. Left turn pocket exist at intersection with Sylvan Avenue, Milnes Road, Floyd Avenue, Merle Avenue and Briggsmore Avenue. Right turn pocket exist at intersection with Briggsmore Avenue and Floyd Avenue .

Marked crosswalks are present at intersection with Briggsmore Avenue and Sylvan Avenue. On-street parking is available along very few portions of both the east and west sides of the segment. No school zone is present. Low driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 55 --> 55 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, retail land use, Church and temple (ped-bike generator): 55 --> 50
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 50 Recommended Speed Limit: 50
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 436 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 50 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38 1
39 40
41 42 1
43 44 1
45 3
46 1
47 1
48 1
49 2
50 10
51 4
52 9
53 5
54 4
55 3
56 1
57 1
58 59
60 1
61 62
63 1
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 38 - 63 51 mph 54 mph 45 - 54 40 80% 6% / 3 14% / 7

SPEED PARAMETERS
CR J7/Claus Rd Bet Sylvan Ave & E Briggsmore Ave/Parker Rd City of Modesto
Northbound Spot Speeds
09:00-09:50
8/27/2025
Project #: 25-090090-022
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 437 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 50 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40 1
41 42 1
43 2
44 1
45 2
46 1
47 3
48 3
49 2
50 4
51 4
52 5
53 4
54 3
55 5
56 3
57 2
58 1
59 60 2
61 62 1
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 40 - 62 52 mph 56 mph 47 - 56 36 72% 16% / 8 12% / 6

SPEED PARAMETERS
CR J7/Claus Rd Bet Sylvan Ave & E Briggsmore Ave/Parker Rd City of Modesto
Southbound Spot Speeds
09:00-09:50
8/27/2025
Project #: 25-090090-022
0246
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 438 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 50 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38 1
39 40 1
41 42 2
43 2
44 2
45 5
46 2
47 4
48 4
49 4
50 14
51 8
52 14
53 9
54 7
55 8
56 4
57 3
58 1
59 60 3
61 62 1
63 1
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 38 - 63 52 mph 55 mph 47 - 56 76 76% 15% / 15 9% / 9

SPEED PARAMETERS
CR J7/Claus Rd Bet Sylvan Ave & E Briggsmore Ave/Parker Rd City of Modesto
Northbound & Southbound Spot Speeds
09:00-09:50
8/27/2025
Project #: 25-090090-022
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 439 -
Day: Thursday City: Modesto
Date: Project #: CA25_090089_022
NB SB EB WB Total
10,019 10,591 0 0 20,610

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 22 24 46 12:00 121 122 243 00:00 01:00 61 79 140
0:15 20 28 48 12:15 134 132 266 01:00 02:00 44 42 86
0:30 11 15 26 12:30 122 157 279 02:00 03:00 47 47 94
0:45 8 12 20 12:45 138 133 271 03:00 04:00 61 80 141
1:00 12 8 20 13:00 123 137 260 04:00 05:00 176 140 316
1:15 13 15 28 13:15 125 146 271 05:00 06:00 376 358 734 1:30 9 12 21 13:30 146 160 306 06:00 07:00 502 472 974
1:45 10 7 17 13:45 160 147 307 07:00 08:00 674 804 1478 2:00 11 7 18 14:00 154 147 301 08:00 09:00 639 640 1279 2:15 11 10 21 14:15 136 155 291 09:00 10:00 483 451 934 2:30 13 14 27 14:30 138 165 303 10:00 11:00 484 448 932 2:45 12 16 28 14:45 188 183 371 11:00 12:00 471 464 935 3:00 14 13 27 15:00 157 177 334 12:00 13:00 515 544 1059 3:15 12 16 28 15:15 177 179 356 13:00 14:00 554 590 1144 3:30 14 22 36 15:30 189 208 397 14:00 15:00 616 650 1266 3:45 21 29 50 15:45 153 217 370 15:00 16:00 676 781 1457 4:00 34 16 50 16:00 182 192 374 16:00 17:00 796 743 1539 4:15 31 32 63 16:15 212 171 383 17:00 18:00 795 794 1589 4:30 56 47 103 16:30 199 198 397 18:00 19:00 674 638 1312 4:45 55 45 100 16:45 203 182 385 19:00 20:00 419 518 937 5:00 58 58 116 17:00 232 212 444 20:00 21:00 386 554 940 5:15 89 97 186 17:15 217 208 425 21:00 22:00 259 363 622 5:30 102 117 219 17:30 202 192 394 22:00 23:00 192 239 431 5:45 127 86 213 17:45 144 182 326 23:00 00:00 119 152 271 6:00 116 79 195 18:00 199 212 411
6:15 116 97 213 18:15 173 169 342 NB SB EB WB TOTAL
6:30 122 163 285 18:30 164 126 290 00:00 to 12:00
6:45 148 133 281 18:45 138 131 269 4018 4025 8043
7:00 140 152 292 19:00 107 148 255 7:30 7:15 7:15
7:15 157 223 380 19:15 119 148 267 731 829 1557
7:30 200 224 424 19:30 98 116 214 0.914 0.925 0.918
7:45 177 205 382 19:45 95 106 201
8:00 194 177 371 20:00 107 127 234 12:00 to 00:00
8:15 160 142 302 20:15 105 146 251 6001 6566 12567
8:30 154 165 319 20:30 97 155 252 16:45 16:30 16:30
8:45 131 156 287 20:45 77 126 203 854 800 1651
9:00 125 109 234 21:00 64 109 173 0.920 0.943 0.930
9:15 115 105 220 21:15 67 107 174
9:30 123 133 256 21:30 77 86 163 07:00 to 09:00
9:45 120 104 224 21:45 51 61 112 1313 1444 2757
10:00 90 104 194 22:00 59 73 132 7:30 7:15 7:15
10:15 119 94 213 22:15 41 67 108 731 829 1557
10:30 142 134 276 22:30 47 56 103 0.914 0.925 0.918
10:45 133 116 249 22:45 45 43 88
11:00 118 101 219 23:00 37 40 77 16:00 to 18:00
11:15 129 115 244 23:15 34 46 80 1591 1537 3128
11:30 111 115 226 23:30 32 34 66 16:45 16:30 16:30
11:45 113 133 246 23:45 16 32 48 854 800 1651
TOTALS 4018 4025 0 0 8043 TOTALS 6001 6566 0 0 12567 0.920 0.943 0.930 SPLIT % 50% 50% 0% 0% 39% SPLIT % 48% 52% 0% 0% 61%
Volume
Prepared by National Data & Surveying Services
VOLUME
CR J7/Claus Rd Bet Sylvan Ave & E Briggsmore Ave/Parker Rd 8/14/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
800
900
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 440 -
Street: Coffee Road
Limits: Claratina Avenue to Sylvan Avenue
Direction: NB/SB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 40
# Speed Data Collected 111
85th Percentile (mph) 46
10 mph Pace 37-46
Percent in Pace 82%
Average Daily Traffic (ADT) 18,933
Length of Segment (mi.) 0.76
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 74
Accident Rate (Acc/MVM) 4.70
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, Retail, Service, Recreational, Medical and Office.

An undivided 4-lane minor arterial. Double yellow lines, two way left turn lane and raised median serves as medians, Concrete sidewalk is continuous on the west side, while on the east side it is present from Montana Drive to Sylvan Avenue. Class II bike lane runs from Sylvan Avenue to Montana Drive, while a Class III bike route is provided on east side from Monatana Drive to Coffee Road.

Intersections with Sylvan Avenue, Sylvan Meadows Drive and Mable Avenue is controlled by signal, while all the others are stop controlled, except the intersection with Claratina Avenue, which is a roundabout. Left turn pocket exist at intersection with Sylvan Avenue, Sylvan Meadows Drive and Mable Avenue. Right turn pocket exist at intersection with Claratina Avenue and driveway.

Marked crosswalks are present at intersection with Sylvan Avenue, Sylvan Meadows Drive, Mable Avenue, Montana Drive and Coffee Road. On-street parking is available along very few portions of the segment. No school zone is present. Low driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 46 --> 45 §22358.6(b) - Lower the speed limit by 5-mph from the rounded speed limit if the speed limit was initially rounded down due to presence of vulnerable pedestrian groups including children, seniors, and residential density as there 13 single dwelling units within a quarter mile and high collision rate as compared to statewide average collision rates: 45 --> 40 §22358.7 - Lower the speed limit by additional 5-mph from the rounded speed due to presence of sidewalk/crosswalk, bike lane and retail, medical, recreational land use and employment centers (ped-bike generator): 40 --> 35 Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 40 Recommended Speed Limit: 35
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 441 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34 1
35 36 3
37 5
38 6
39 7
40 5
41 7
42 1
43 2
44 5
45 3
46 5
47 2
48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 53 34 - 48 40 mph 46 mph 37 - 46 46 87% 7% / 4 6% / 3

SPEED PARAMETERS
3713 Coffee Rd
City of Modesto
Northbound Spot Speeds
14:45-15:45
8/20/2025
Project #: 25-090090-023
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 442 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 2
34 35 2
36 5
37 1
38 6
39 8
40 3
41 4
42 6
43 7
44 2
45 3
46 5
47 1
48 2
49 1
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 58 33 - 49 41 mph 46 mph 36 - 45 45 78% 6% / 4 16% / 9

SPEED PARAMETERS
3713 Coffee Rd
City of Modesto
Southbound Spot Speeds
14:45-15:45
8/20/2025
Project #: 25-090090-023
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 443 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 2
34 1
35 2
36 8
37 6
38 12
39 15
40 8
41 11
42 7
43 9
44 7
45 6
46 10
47 3
48 3
49 1
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 111 33 - 49 41 mph 46 mph 37 - 46 91 82% 11% / 13 7% / 7

SPEED PARAMETERS
3713 Coffee Rd
City of Modesto
Northbound & Southbound Spot Speeds
14:45-15:45
8/20/2025
Project #: 25-090090-023
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 444 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_023
NB SB EB WB Total
9,048 9,885 0 0 18,933

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 15 12 27 12:00 148 155 303 00:00 01:00 47 42 89
0:15 13 12 25 12:15 143 136 279 01:00 02:00 20 23 43
0:30 10 10 20 12:30 132 147 279 02:00 03:00 30 29 59
0:45 98 17 12:45 160 166 326 03:00 04:00 52 21 73
1:00 75 12 13:00 113 134 247 04:00 05:00 95 76 171
1:15 34 7 13:15 122 157 279 05:00 06:00 185 121 306
1:30 68 14 13:30 153 182 335 06:00 07:00 286 321 607
1:45 46 10 13:45 165 148 313 07:00 08:00 586 735 1321
2:00 38 11 14:00 138 164 302 08:00 09:00 583 734 1317
2:15 7 10 17 14:15 143 184 327 09:00 10:00 508 560 1068 2:30 85 13 14:30 167 177 344 10:00 11:00 524 525 1049
2:45 12 6 18 14:45 169 186 355 11:00 12:00 558 548 1106 3:00 83 11 15:00 184 220 404 12:00 13:00 583 604 1187
3:15 10 6 16 15:15 163 216 379 13:00 14:00 553 621 1174 3:30 20 5 25 15:30 193 202 395 14:00 15:00 617 711 1328 3:45 14 7 21 15:45 196 193 389 15:00 16:00 736 831 1567 4:00 14 13 27 16:00 148 209 357 16:00 17:00 707 823 1530 4:15 15 9 24 16:15 181 206 387 17:00 18:00 724 831 1555 4:30 34 22 56 16:30 187 200 387 18:00 19:00 555 573 1128 4:45 32 32 64 16:45 191 208 399 19:00 20:00 404 387 791 5:00 38 11 49 17:00 196 254 450 20:00 21:00 319 359 678 5:15 33 19 52 17:15 199 229 428 21:00 22:00 208 198 406 5:30 57 33 90 17:30 177 185 362 22:00 23:00 110 127 237 5:45 57 58 115 17:45 152 163 315 23:00 00:00 58 85 143
6:00 50 54 104 18:00 158 157 315
6:15 65 76 141 18:15 130 159 289 NB SB EB WB TOTAL
6:30 86 76 162 18:30 131 127 258 00:00 to 12:00
6:45 85 115 200 18:45 136 130 266 3474 3735 7209
7:00 98 137 235 19:00 105 99 204 7:15 7:30 7:30
7:15 152 163 315 19:15 99 102 201 638 799 1421
7:30 148 207 355 19:30 106 89 195 0.848 0.876 0.854
7:45 188 228 416 19:45 94 97 191
8:00 150 180 330 20:00 85 110 195 12:00 to 00:00
8:15 136 184 320 20:15 92 106 198 5574 6150 11724
8:30 152 183 335 20:30 82 83 165 16:30 16:30 16:30
8:45 145 187 332 20:45 60 60 120 773 891 1664
9:00 125 136 261 21:00 64 65 129 0.971 0.877 0.924
9:15 129 155 284 21:15 55 56 111
9:30 119 122 241 21:30 51 39 90 07:00 to 09:00
9:45 135 147 282 21:45 38 38 76 1169 1469 2638
10:00 132 125 257 22:00 27 48 75 7:15 7:30 7:30
10:15 127 124 251 22:15 32 33 65 638 799 1421
10:30 124 137 261 22:30 29 33 62 0.848 0.876 0.854
10:45 141 139 280 22:45 22 13 35
11:00 149 141 290 23:00 18 31 49 16:00 to 18:00
11:15 151 135 286 23:15 11 23 34 1431 1654 3085
11:30 122 131 253 23:30 14 13 27 16:30 16:30 16:30
11:45 136 141 277 23:45 15 18 33 773 891 1664
TOTALS 3474 3735 0 0 7209 TOTALS 5574 6150 0 0 11724 0.971 0.877 0.924 SPLIT % 48% 52% 0% 0% 38% SPLIT % 48% 52% 0% 0% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
Coffee Rd Bet Claratina Ave & Sylvan Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
800
900
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 445 -
53 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 446 -
Street: College Avenue
Limits: Needham Street to W Briggsmore Avenue
Direction: NB/SB
Date/Location of Survey 08/27/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 138
85th Percentile (mph) 40
10 mph Pace 33 - 42
Percent in Pace 89%
Average Daily Traffic (ADT) 10,874
Length of Segment (mi.) 1.71
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 83
Accident Rate (Acc/MVM) 4.08
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, Retail, Service, Institutional and Office.

An undivided 2-lane minor collector. Raised pavement markers and two way left turn lane serves as median, concrete sidewalk is present on both the sides of the segment, Class II bike lane is present on westerly side of the segment and easterly side from Needham Street to Woodman Way , while a Class III bike route is provided on easterly side from Woodman Way to Briggsmore Avenue. Intersections with Briggsmore Avenue,Granger Avenue, W Orangeburg Avenue, Roseburg Avenue, Coldwell Avenue, Stoddard Avenue and Needham Street is controlled by signal, while all the others are stop controlled. Left turn pockets are present at most of the intersections. Right turn pocket exist at intersection with Briggsmore Avenue, Orangeburg Avenue, Princeton Avenue, Coldwell Avenue, Stoddard Avenue and Needham Street. Marked crosswalks are present at all intersections except with Woodman Way and S Campus Way. Yellow marked School crosswalk is present at all intersections. Mid - block is present at Virginia Corridor Trail crossing. On-street parking is available along the segment. School zone is present. A horizontal curve is present on the south §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 40 --> 40 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, bike lane, retail land use, Church, temple and school (ped-bike generator): 40 --> 35 §22358.8 - Retain the currently adopted speed limit due to high collision rate as compared to statewide average collision rates: 35 -- > 25
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 447 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 1
32 1
33 1
34 4
35 10
36 10
37 10
38 9
39 3
40 5
41 3
42 4
43 2
44 45 1
46 1
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 65 31 - 46 37 mph 41 mph 34 - 43 60 92% 4% / 3 4% / 2

SPEED PARAMETERS
College Ave Bet Needham St & W Briggsmore Ave
City of Modesto
Northbound Spot Speeds
13:00-13:48
8/27/2025
Project #: 25-090090-024
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 448 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 1
28 1
29 30 1
31 1
32 33 4
34 7
35 10
36 10
37 10
38 8
39 2
40 10
41 1
42 2
43 2
44 45 2
46 47
48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 73 27 - 48 37 mph 40 mph 33 - 42 64 88% 5% / 4 7% / 5

SPEED PARAMETERS
College Ave Bet Needham St & W Briggsmore Ave
City of Modesto
Southbound Spot Speeds
13:00-13:48
8/27/2025
Project #: 25-090090-024
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 449 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 1
28 1
29 30 1
31 2
32 1
33 5
34 11
35 20
36 20
37 20
38 17
39 5
40 15
41 4
42 6
43 4
44 45 3
46 1
47 48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 138 27 - 48 37 mph 40 mph 33 - 42 123 89% 4% / 6 7% / 9

SPEED PARAMETERS
College Ave Bet Needham St & W Briggsmore Ave
City of Modesto
Northbound & Southbound Spot Speeds
13:00-13:48
8/27/2025
Project #: 25-090090-024
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 450 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_024
NB SB EB WB Total
5,890 4,984 0 0 10,874

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 86 14 12:00 93 80 173 00:00 01:00 24 16 40
0:15 55 10 12:15 91 62 153 01:00 02:00 14 6 20
0:30 62 8 12:30 92 69 161 02:00 03:00 12 12 24
0:45 53 8 12:45 84 78 162 03:00 04:00 14 27 41
1:00 92 11 13:00 90 60 150 04:00 05:00 33 34 67
1:15 00 0 13:15 79 78 157 05:00 06:00 64 89 153
1:30 22 4 13:30 86 77 163 06:00 07:00 177 125 302
1:45 32 5 13:45 100 81 181 07:00 08:00 363 394 757
2:00 32 5 14:00 86 95 181 08:00 09:00 479 453 932
2:15 44 8 14:15 116 88 204 09:00 10:00 326 284 610
2:30 22 4 14:30 130 109 239 10:00 11:00 339 266 605
2:45 34 7 14:45 164 95 259 11:00 12:00 342 315 657
3:00 16 7 15:00 134 121 255 12:00 13:00 360 289 649
3:15 35 8 15:15 98 99 197 13:00 14:00 355 296 651
3:30 46 10 15:30 118 113 231 14:00 15:00 496 387 883
3:45 6 10 16 15:45 123 125 248 15:00 16:00 473 458 931
4:00 75 12 16:00 127 128 255 16:00 17:00 521 431 952
4:15 74 11 16:15 114 100 214 17:00 18:00 521 389 910
4:30 10 10 20 16:30 160 102 262 18:00 19:00 397 207 604 4:45 9 15 24 16:45 120 101 221 19:00 20:00 232 191 423
5:00 8 16 24 17:00 151 115 266 20:00 21:00 151 124 275
5:15 14 15 29 17:15 143 106 249 21:00 22:00 97 92 189
5:30 22 24 46 17:30 114 86 200 22:00 23:00 59 63 122
5:45 20 34 54 17:45 113 82 195 23:00 00:00 41 36 77
6:00 21 28 49 18:00 130 58 188
6:15 36 25 61 18:15 94 60 154 NB SB EB WB TOTAL
6:30 52 29 81 18:30 99 44 143 00:00 to 12:00
6:45 68 43 111 18:45 74 45 119 2187 2021 4208
7:00 50 56 106 19:00 59 52 111 7:45 7:30 7:30
7:15 97 85 182 19:15 55 38 93 498 516 1003
7:30 101 117 218 19:30 58 57 115 0.883 0.896 0.915
7:45 115 136 251 19:45 60 44 104
8:00 130 144 274 20:00 43 29 72 12:00 to 00:00
8:15 141 119 260 20:15 40 37 77 3703 2963 6666
8:30 112 99 211 20:30 36 25 61 16:30 15:30 16:30
8:45 96 91 187 20:45 32 33 65 574 466 998
9:00 93 92 185 21:00 28 32 60 0.897 0.910 0.938
9:15 72 60 132 21:15 28 19 47
9:30 80 58 138 21:30 18 19 37 07:00 to 09:00
9:45 81 74 155 21:45 23 22 45 842 847 1689
10:00 62 56 118 22:00 17 13 30 7:45 7:30 7:30
10:15 85 63 148 22:15 22 18 40 498 516 1003
10:30 87 78 165 22:30 9 18 27 0.883 0.896 0.915
10:45 105 69 174 22:45 11 14 25
11:00 101 78 179 23:00 11 11 22 16:00 to 18:00
11:15 72 67 139 23:15 11 6 17 1042 820 1862
11:30 81 84 165 23:30 9 14 23 16:30 16:00 16:30
11:45 88 86 174 23:45 10 5 15 574 431 998
TOTALS 2187 2021 0 0 4208 TOTALS 3703 2963 0 0 6666 0.897 0.842 0.938 SPLIT % 52% 48% 0% 0% 39% SPLIT % 56% 44% 0% 0% 61%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
College Ave Bet Needham St & W Briggsmore Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 100
200
300
400
500
600
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 451 -
Street: College Avenue
Limits: W Briggsmore Avenue to Bowen Avenue
Direction: NB/SB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 35
# Speed Data Collected 120
85th Percentile (mph) 40
10 mph Pace 31 - 40
Percent in Pace 88%
Average Daily Traffic (ADT) 6,642
Length of Segment (mi.) 0.30
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 7
Accident Rate (Acc/MVM) 3.20
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, Retail, Institutional, and Service.

An undivided 4-lane minor collector. Double yellow lines serves as median, concrete sidewalk is present on both the sides of the segment, Class II bike lane is present on both the easterly and westerly side of the segment between Briggsmore Avenue and Hawthorne Avenue. Intersection with Briggsmore Avenue is controlled by signal, while all the others are stop controlled. Left turn pocket exist at intersection with Briggsmore Avenue. Right turn pocket exist at intersection with Bowen Avenue. Marked crosswalks are present at intersection with Briggsmore Avenue. Yellow marked crosswalk is present at intersection with Bowen Avenue. Onstreet parking is available along the segment. No school zone is present. Gentle horizontal curve is present along the segment. High driveway density on westerly side and low driveway density on easterly side. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 40 --> 40 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, retail land use, bike lane and employment center (ped-bike generator): 40 --> 35
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 35 Recommended Speed Limit: 35
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 452 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 30
31 32 3
33 6
34 5
35 9
36 9
37 10
38 4
39 4
40 6
41 42 2
43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 60 28 - 43 36 mph 39 mph 31 - 40 56 93% 1% / 1 5% / 3

SPEED PARAMETERS
College Ave Bet W Briggsmore Ave & Bowen Ave
City of Modesto
Northbound Spot Speeds
09:00-09:47
8/20/2025
Project #: 25-090090-025
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 453 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 4
31 3
32 2
33 1
34 5
35 4
36 9
37 10
38 4
39 7
40 4
41 1
42 2
43 1
44 2
45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 60 30 - 45 37 mph 40 mph 30 - 39 49 82% 0% / 0 19% / 11

SPEED PARAMETERS
College Ave Bet W Briggsmore Ave & Bowen Ave
City of Modesto
Southbound Spot Speeds
09:00-09:47
8/20/2025
Project #: 25-090090-025
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 454 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 30 4
31 3
32 5
33 7
34 10
35 13
36 18
37 20
38 8
39 11
40 10
41 1
42 4
43 2
44 2
45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 120 28 - 45 36 mph 40 mph 31 - 40 105 88% 4% / 5 9% / 10

SPEED PARAMETERS
College Ave Bet W Briggsmore Ave & Bowen Ave
City of Modesto
Northbound & Southbound Spot Speeds
09:00-09:47
8/20/2025
Project #: 25-090090-025
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 455 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_025
NB SB EB WB Total
3,748 2,894 0 0 6,642

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 56 11 12:00 59 37 96 00:00 01:00 17 13 30
0:15 61 7 12:15 61 36 97 01:00 02:00 12 5 17
0:30 30 3 12:30 67 38 105 02:00 03:00 94 13
0:45 36 9 12:45 51 48 99 03:00 04:00 99 18
1:00 51 6 13:00 46 32 78 04:00 05:00 15 17 32
1:15 50 5 13:15 48 45 93 05:00 06:00 29 53 82
1:30 12 3 13:30 62 44 106 06:00 07:00 70 70 140
1:45 12 3 13:45 60 49 109 07:00 08:00 243 260 503
2:00 11 2 14:00 52 46 98 08:00 09:00 335 385 720
2:15 31 4 14:15 76 35 111 09:00 10:00 189 142 331
2:30 22 4 14:30 73 56 129 10:00 11:00 194 118 312
2:45 30 3 14:45 79 83 162 11:00 12:00 230 151 381
3:00 43 7 15:00 84 77 161 12:00 13:00 238 159 397
3:15 31 4 15:15 119 36 155 13:00 14:00 216 170 386
3:30 22 4 15:30 83 90 173 14:00 15:00 280 220 500
3:45 03 3 15:45 76 113 189 15:00 16:00 362 316 678
4:00 31 4 16:00 69 48 117 16:00 17:00 305 173 478
4:15 45 9 16:15 75 41 116 17:00 18:00 330 228 558
4:30 35 8 16:30 75 43 118 18:00 19:00 209 138 347
4:45 56 11 16:45 86 41 127 19:00 20:00 142 83 225
5:00 39 12 17:00 100 56 156 20:00 21:00 122 62 184
5:15 59 14 17:15 85 66 151 21:00 22:00 86 49 135
5:30 9 20 29 17:30 70 60 130 22:00 23:00 70 42 112
5:45 12 15 27 17:45 75 46 121 23:00 00:00 36 27 63
6:00 11 13 24 18:00 63 34 97
6:15 15 15 30 18:15 53 45 98 NB SB EB WB TOTAL
6:30 16 12 28 18:30 40 27 67 00:00 to 12:00
6:45 28 30 58 18:45 53 32 85 1352 1227 2579
7:00 32 39 71 19:00 36 26 62 7:30 7:45 7:45
7:15 53 53 106 19:15 35 15 50 365 422 774
7:30 75 79 154 19:30 34 20 54 0.808 0.812 0.796
7:45 83 89 172 19:45 37 22 59
8:00 94 109 203 20:00 35 15 50 12:00 to 00:00
8:15 113 130 243 20:15 39 19 58 2396 1667 4063
8:30 62 94 156 20:30 26 16 42 14:45 15:00 15:00
8:45 66 52 118 20:45 22 12 34 365 316 678
9:00 53 37 90 21:00 22 9 31 0.767 0.699 0.897
9:15 41 37 78 21:15 26 19 45
9:30 47 37 84 21:30 21 9 30 07:00 to 09:00
9:45 48 31 79 21:45 17 12 29 578 645 1223
10:00 56 24 80 22:00 19 9 28 7:30 7:45 7:45
10:15 37 33 70 22:15 14 11 25 365 422 774
10:30 49 32 81 22:30 15 12 27 0.808 0.812 0.796
10:45 52 29 81 22:45 22 10 32
11:00 60 29 89 23:00 5 10 15 16:00 to 18:00
11:15 56 35 91 23:15 12 7 19 635 401 1036
11:30 57 46 103 23:30 10 6 16 16:30 17:00 16:45
11:45 57 41 98 23:45 94 13 346 228 564
TOTALS 1352 1227 0 0 2579 TOTALS 2396 1667 0 0 4063 0.865 0.864 0.904 SPLIT % 52% 48% 0% 0% 39% SPLIT % 59% 41% 0% 0% 61%
Volume
Prepared by National Data & Surveying Services
VOLUME
College Ave Bet W Briggsmore Ave & Bowen Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
400
450
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 456 -
Street: Conant Avenue
Limits: Veneman Avenue to Sisk Road
Direction: NB/SB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 100
85th Percentile (mph) 29
10 mph Pace 22 - 31
Percent in Pace 100%
Average Daily Traffic (ADT) 4,174
Length of Segment (mi.) 1.16
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 21
Accident Rate (Acc/MVM) 3.96
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, Service, Institutional, and Retail.

An undivided 2-lane minor collector. Raised pavement markers serves as median, however north of Standiford Avenue lack a median striping, concrete sidewalk is present on the easterly side of the segment and is present on westerly side of the segment except between Rumble Road and Southridge Drive, No bicycle facilities are present . Intersections with Standiford Avenue is controlled by signal, while all the others are stop or yield or their combination controlled. Left turn pocket exist at intersection with Standiford Avenue. Marked crosswalks are present at intersection with Standiford Avenue and Northridge Drive. Yellow marked school crosswalk is present at intersection with Rumble Road, Brenner Way, Budd Street, and at midblock along the segment. On-street parking is available along the segment. School zone is present. A horizontal curve is present on the north side along the segment.

Medium driveway density on both sides.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 29 --> 30 §22358.6(c) - Lower the speed limit by 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 30 --> 25
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 457 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 8
25 11
26 8
27 8
28 3
29 8
30 4
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 24 - 30 26 mph 29 mph 21 - 30 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
Conant Ave Bet Veneman Ave & Sisk Rd
City of Modesto
Northbound Spot Speeds
14:35-16:00
8/20/2025
Project #: 25-090090-026
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 458 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 2
25 13
26 7
27 5
28 5
29 8
30 3
31 7
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 24 - 31 27 mph 30 mph 22 - 31 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
Conant Ave Bet Veneman Ave & Sisk Rd
City of Modesto
Southbound Spot Speeds
14:35-16:00
8/20/2025
Project #: 25-090090-026
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 459 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 10
25 24
26 15
27 13
28 8
29 16
30 7
31 7
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 24 - 31 27 mph 29 mph 22 - 31 100 100% 0% / 0 0% / 0

SPEED PARAMETERS
Conant Ave Bet Veneman Ave & Sisk Rd
City of Modesto
Northbound & Southbound Spot Speeds
14:35-16:00
8/20/2025
Project #: 25-090090-026
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 460 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_026
NB SB EB WB Total
2,298 1,876 0 0 4,174

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 34 7 12:00 39 24 63 00:00 01:00 14 13 27
0:15 33 6 12:15 18 32 50 01:00 02:00 99 18
0:30 62 8 12:30 37 29 66 02:00 03:00 96 15
0:45 24 6 12:45 26 27 53 03:00 04:00 77 14
1:00 20 2 13:00 26 26 52 04:00 05:00 14 10 24
1:15 55 10 13:15 24 32 56 05:00 06:00 30 22 52
1:30 12 3 13:30 28 19 47 06:00 07:00 55 31 86
1:45 12 3 13:45 51 29 80 07:00 08:00 197 145 342
2:00 41 5 14:00 58 36 94 08:00 09:00 151 130 281
2:15 11 2 14:15 62 45 107 09:00 10:00 85 77 162
2:30 23 5 14:30 50 61 111 10:00 11:00 113 86 199
2:45 21 3 14:45 51 28 79 11:00 12:00 125 98 223
3:00 11 2 15:00 45 46 91 12:00 13:00 120 112 232
3:15 42 6 15:15 37 46 83 13:00 14:00 129 106 235
3:30 11 2 15:30 53 35 88 14:00 15:00 221 170 391
3:45 13 4 15:45 39 35 74 15:00 16:00 174 162 336
4:00 00 0 16:00 34 40 74 16:00 17:00 173 147 320
4:15 54 9 16:15 47 43 90 17:00 18:00 157 125 282
4:30 35 8 16:30 33 36 69 18:00 19:00 116 114 230
4:45 61 7 16:45 59 28 87 19:00 20:00 127 104 231
5:00 85 13 17:00 46 43 89 20:00 21:00 100 94 194
5:15 85 13 17:15 41 25 66 21:00 22:00 93 59 152
5:30 94 13 17:30 39 32 71 22:00 23:00 56 25 81
5:45 58 13 17:45 31 25 56 23:00 00:00 23 24 47
6:00 11 5 16 18:00 32 36 68
6:15 12 4 16 18:15 25 16 41 NB SB EB WB TOTAL
6:30 15 10 25 18:30 28 26 54 00:00 to 12:00
6:45 17 12 29 18:45 31 36 67 809 634 1443
7:00 19 24 43 19:00 33 29 62 7:15 7:30 7:15
7:15 36 31 67 19:15 29 30 59 257 175 426
7:30 57 38 95 19:30 30 21 51 0.756 0.841 0.777
7:45 85 52 137 19:45 35 24 59
8:00 79 48 127 20:00 24 27 51 12:00 to 00:00
8:15 20 37 57 20:15 28 23 51 1489 1242 2731
8:30 22 21 43 20:30 25 20 45 13:45 14:30 13:45
8:45 30 24 54 20:45 23 24 47 221 181 392
9:00 17 20 37 21:00 23 17 40 0.891 0.742 0.883
9:15 22 25 47 21:15 36 20 56
9:30 20 16 36 21:30 13 13 26 07:00 to 09:00
9:45 26 16 42 21:45 21 9 30 348 275 623
10:00 23 19 42 22:00 21 8 29 7:15 7:30 7:15
10:15 35 22 57 22:15 12 8 20 257 175 426
10:30 27 19 46 22:30 13 5 18 0.756 0.841 0.777
10:45 28 26 54 22:45 10 4 14
11:00 31 23 54 23:00 89 17 16:00 to 18:00
11:15 29 24 53 23:15 45 9 330 272 602
11:30 34 33 67 23:30 62 8 16:15 16:15 16:15
11:45 31 18 49 23:45 58 13 185 150 335
TOTALS 809 634 0 0 1443 TOTALS 1489 1242 0 0 2731 0.784 0.872 0.931 SPLIT % 56% 44% 0% 0% 35% SPLIT % 55% 45% 0% 0% 65%
Volume
Prepared by National Data & Surveying Services
VOLUME
Conant Ave Bet Veneman Ave & Sisk Rd
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 461 -
Street: Crows Landing Road
Limits: 7th Street to Hatch Road
Direction: NB/SB
Date/Location of Survey 08/14/2025
Posted Speed Limit (mph) 35
# Speed Data Collected 100
85th Percentile (mph) 41
10 mph Pace 33 - 42
Percent in Pace 95%
Average Daily Traffic (ADT) 30,285
Length of Segment (mi.) 1.06
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 33
Accident Rate (Acc/MVM) 0.94
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Lodging,Service,Retail,Institutional.

An undivided 2 to 4-lane minor arterial. Raised pavement markers, raised median and double yellow lines serves as median, concrete sidewalk is present on the easterly side of the segment from Hatch Road to SR-99 Ramp and is present intermittently on westerly side of the segment except between Rumble Road and Southridge Drive, Class II bike lane is present on both the easterly and westerly side of the segment from Hatch Road to Pecos Avenue. Intersections with Hatch Road,School Avenue and Pueblo Avenue is controlled by signal, while all the others are stop controlled. Left turn pocket exists at intersections with Hatch Road, Barozzi Avenue, School Avenue, El Paso Avenue. Right turn pocket exist at intersection with SR-99 Ramp. Marked crosswalk present at intersection with Pueblo Avenue, Pecos Avenue and Rio Grande Avenue. Yellow marked school crosswalk is present at intersection with Hatch Road, Barozzi Avenue, School Avenue and El Paso Avenue. On-street parking is not available along the segment. School zone is present. A very small horizontal curve is present on the north side along the segment. Vertical slope is present along the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 41 --> 40 §22358.7 - Lower the speed limit by additional 5-mph due to presence of sidewalk/crosswalk, retail land use, bike lane (ped-bike generator): 40 --> 35
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 35 Recommended Speed Limit: 35
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 462 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 5
34 10
35 4
36 4
37 2
38 5
39 4
40 10
41 3
42 3
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 33 - 42 37 mph 40 mph 33 - 42 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
Crows Landing Rd Bet S 7th St & W/E Hatch Rd
City of Modesto
Northbound Spot Speeds
12:20-13:45
8/14/2025
Project #: 25-090090-027
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 463 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34 2
35 3
36 3
37 8
38 8
39 3
40 8
41 5
42 5
43 5
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 34 - 43 39 mph 42 mph 34 - 43 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
Crows Landing Rd Bet S 7th St & W/E Hatch Rd
City of Modesto
Southbound Spot Speeds
12:20-13:45
8/14/2025
Project #: 25-090090-027
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 464 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 5
34 12
35 7
36 7
37 10
38 13
39 7
40 18
41 8
42 8
43 5
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 33 - 43 38 mph 41 mph 33 - 42 95 95% 0% / 0 5% / 5

SPEED PARAMETERS
Crows Landing Rd Bet S 7th St & W/E Hatch Rd
City of Modesto
Northbound & Southbound Spot Speeds
12:20-13:45
8/14/2025
Project #: 25-090090-027
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 465 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_027
NB SB EB WB Total
14,710 15,575 0 0 30,285

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 40 58 98 12:00 173 201 374 00:00 01:00 114 149 263 0:15 35 33 68 12:15 194 218 412 01:00 02:00 65 103 168
0:30 20 40 60 12:30 234 244 478 02:00 03:00 80 102 182
0:45 19 18 37 12:45 220 218 438 03:00 04:00 161 110 271 1:00 12 22 34 13:00 210 217 427 04:00 05:00 313 218 531 1:15 18 31 49 13:15 231 217 448 05:00 06:00 555 374 929 1:30 16 23 39 13:30 236 217 453 06:00 07:00 591 547 1138 1:45 19 27 46 13:45 224 222 446 07:00 08:00 910 934 1844 2:00 18 28 46 14:00 253 255 508 08:00 09:00 994 1021 2015 2:15 18 30 48 14:15 221 239 460 09:00 10:00 827 839 1666 2:30 25 20 45 14:30 251 237 488 10:00 11:00 825 783 1608 2:45 19 24 43 14:45 274 266 540 11:00 12:00 758 811 1569 3:00 25 18 43 15:00 272 248 520 12:00 13:00 821 881 1702 3:15 35 17 52 15:15 264 252 516 13:00 14:00 901 873 1774 3:30 49 30 79 15:30 266 281 547 14:00 15:00 999 997 1996 3:45 52 45 97 15:45 227 331 558 15:00 16:00 1029 1112 2141 4:00 53 33 86 16:00 244 280 524 16:00 17:00 1013 1117 2130 4:15 73 51 124 16:15 242 280 522 17:00 18:00 1037 1169 2206 4:30 93 53 146 16:30 284 305 589 18:00 19:00 739 904 1643 4:45 94 81 175 16:45 243 252 495 19:00 20:00 621 747 1368 5:00 111 66 177 17:00 254 329 583 20:00 21:00 537 640 1177 5:15 153 75 228 17:15 282 306 588 21:00 22:00 399 524 923 5:30 157 123 280 17:30 271 272 543 22:00 23:00 264 380 644 5:45 134 110 244 17:45 230 262 492 23:00 00:00 157 240 397 6:00 121 94 215 18:00 219 247 466
6:15 135 135 270 18:15 197 285 482 NB SB EB WB TOTAL
6:30 154 150 304 18:30 156 198 354 00:00 to 12:00
6:45 181 168 349 18:45 167 174 341 6193 5991 12184
7:00 185 175 360 19:00 174 218 392 7:30 7:30 7:30
7:15 195 232 427 19:15 188 187 375 1084 1035 2119
7:30 269 263 532 19:30 131 185 316 0.829 0.980 0.920
7:45 261 264 525 19:45 128 157 285
8:00 327 249 576 20:00 135 167 302 12:00 to 00:00
8:15 227 259 486 20:15 123 146 269 8517 9584 18101
8:30 249 246 495 20:30 147 166 313 14:45 15:45 16:30
8:45 191 267 458 20:45 132 161 293 1076 1196 2255
9:00 206 233 439 21:00 120 162 282 0.982 0.903 0.957
9:15 224 209 433 21:15 101 120 221
9:30 191 187 378 21:30 88 121 209 07:00 to 09:00
9:45 206 210 416 21:45 90 121 211 1904 1955 3859
10:00 199 200 399 22:00 84 120 204 7:30 7:30 7:30
10:15 214 198 412 22:15 71 105 176 1084 1035 2119
10:30 200 208 408 22:30 55 81 136 0.829 0.980 0.920
10:45 212 177 389 22:45 54 74 128
11:00 196 211 407 23:00 52 60 112 16:00 to 18:00
11:15 183 208 391 23:15 46 64 110 2050 2286 4336
11:30 189 184 373 23:30 38 61 99 16:30 16:30 16:30
11:45 190 208 398 23:45 21 55 76 1063 1192 2255
TOTALS 6193 5991 0 0 12184 TOTALS 8517 9584 0 0 18101 0.936 0.906 0.957 SPLIT % 51% 49% 0% 0% 40% SPLIT % 47% 53% 0% 0% 60%
Volume
Prepared by National Data & Surveying Services
VOLUME
Crows Landing Rd Bet S 7th St & W/E Hatch Rd
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
1400
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 466 -
Street: Dale Road
Limits: Standiford Avenue to Pelandale Avenue
Direction: NB/SB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 35
# Speed Data Collected 128
85th Percentile (mph) 43
10 mph Pace 34 - 43
Percent in Pace 84%
Average Daily Traffic (ADT) 18,256
Length of Segment (mi.) 1.04
Street Classification Principal Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 60
Accident Rate (Acc/MVM) 2.89
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Retail, Service, Residential, Office, Medical and Institutional.

An undivided 4-lane principal arterial. Raised pavement markers, and two way left-turn serves as median, concrete sidewalk is present on both the sides of the segment, No bicycle facilities are present . Intersections with Standiford Avenue, Veneman Avenue, Vintage Drive, Snyder Avenue and Pelandale Avenue is controlled by signal, while all the others are stop or yield or their combination controlled. Left turn pockets are present at all intersections. Right turn pocket are present at intersection with Snyder Avenue, Standiford Avenue, Pelandale Avenue and driveways. Standard marked crosswalks are present at intersection with Pelandale Avenue, Snyder Avenue, Vintage Drive, Veneman Avenue, Standiford Avenue and driveway. On-street parking is available along very few portions on westerly side of the segment. No school zone is present. Medium driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 43 --> 45 §22358.6(c) - Lower the speed limit by 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 45 --> 40
Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 35 Recommended Speed Limit: 40
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 467 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 1
30 31 1
32 33 2
34 3
35 3
36 6
37 4
38 6
39 3
40 10
41 8
42 9
43 2
44 1
45 5
46 2
47 2
48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 69 29 - 48 40 mph 44 mph 33 - 42 54 78% 2% / 2 19% / 13

SPEED PARAMETERS
Dale Rd Bet Standiford Ave & Pelandale Ave
City of Modesto
Northbound Spot Speeds
10:30-11:20
8/14/2025
Project #: 25-090090-028
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 468 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34 1
35 4
36 6
37 5
38 8
39 6
40 11
41 5
42 2
43 5
44 1
45 2
46 2
47 1
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 59 34 - 47 39 mph 43 mph 34 - 43 53 90% 0% / 0 11% / 6

SPEED PARAMETERS
Dale Rd Bet Standiford Ave & Pelandale Ave
City of Modesto
Southbound Spot Speeds
10:30-11:20
8/14/2025
Project #: 25-090090-028
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 469 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 1
30 31 1
32 33 2
34 4
35 7
36 12
37 9
38 14
39 9
40 21
41 13
42 11
43 7
44 2
45 7
46 4
47 3
48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 128 29 - 48 40 mph 43 mph 34 - 43 107 84% 3% / 4 14% / 17

SPEED PARAMETERS
Dale Rd Bet Standiford Ave & Pelandale Ave
City of Modesto
Northbound & Southbound Spot Speeds
10:30-11:20
8/14/2025
Project #: 25-090090-028
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 470 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_028
NB SB EB WB Total
9,368 8,888 0 0 18,256

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 9 10 19 12:00 170 204 374 00:00 01:00 47 46 93
0:15 88 16 12:15 163 180 343 01:00 02:00 20 41 61
0:30 17 15 32 12:30 153 182 335 02:00 03:00 11 24 35
0:45 13 13 26 12:45 178 149 327 03:00 04:00 23 22 45
1:00 6 13 19 13:00 188 153 341 04:00 05:00 30 63 93
1:15 4 11 15 13:15 190 143 333 05:00 06:00 121 89 210
1:30 59 14 13:30 200 144 344 06:00 07:00 237 144 381
1:45 58 13 13:45 182 171 353 07:00 08:00 417 367 784
2:00 5 10 15 14:00 160 157 317 08:00 09:00 540 528 1068 2:15 02 2 14:15 177 136 313 09:00 10:00 550 547 1097
2:30 37 10 14:30 235 170 405 10:00 11:00 576 647 1223
2:45 35 8 14:45 192 166 358 11:00 12:00 615 706 1321
3:00 33 6 15:00 225 168 393 12:00 13:00 664 715 1379
3:15 66 12 15:15 177 156 333 13:00 14:00 760 611 1371
3:30 35 8 15:30 189 159 348 14:00 15:00 764 629 1393
3:45 11 8 19 15:45 172 179 351 15:00 16:00 763 662 1425 4:00 7 17 24 16:00 182 189 371 16:00 17:00 674 741 1415 4:15 8 10 18 16:15 164 204 368 17:00 18:00 674 667 1341 4:30 2 15 17 16:30 163 180 343 18:00 19:00 543 528 1071 4:45 13 21 34 16:45 165 168 333 19:00 20:00 470 412 882 5:00 15 18 33 17:00 164 146 310 20:00 21:00 406 316 722 5:15 18 19 37 17:15 180 183 363 21:00 22:00 240 191 431 5:30 28 20 48 17:30 180 170 350 22:00 23:00 148 111 259 5:45 60 32 92 17:45 150 168 318 23:00 00:00 75 81 156
6:00 35 24 59 18:00 139 166 305
6:15 33 23 56 18:15 161 129 290 NB SB EB WB TOTAL
6:30 73 53 126 18:30 126 131 257 00:00 to 12:00
6:45 96 44 140 18:45 117 102 219 3187 3224 6411
7:00 71 65 136 19:00 145 104 249 11:00 11:00 11:00
7:15 85 93 178 19:15 103 101 204 615 706 1321
7:30 119 90 209 19:30 119 108 227 0.938 0.891 0.912
7:45 142 119 261 19:45 103 99 202
8:00 145 144 289 20:00 118 90 208 12:00 to 00:00
8:15 137 132 269 20:15 95 94 189 6181 5664 11845
8:30 121 138 259 20:30 108 74 182 14:15 15:45 14:30
8:45 137 114 251 20:45 85 58 143 829 752 1489
9:00 131 113 244 21:00 75 62 137 0.882 0.922 0.919
9:15 156 131 287 21:15 55 46 101
9:30 120 144 264 21:30 52 44 96 07:00 to 09:00
9:45 143 159 302 21:45 58 39 97 957 895 1852
10:00 142 169 311 22:00 40 26 66 7:45 7:45 7:45
10:15 140 150 290 22:15 45 27 72 545 533 1078
10:30 150 169 319 22:30 31 36 67 0.940 0.925 0.933
10:45 144 159 303 22:45 32 22 54
11:00 136 159 295 23:00 20 15 35 16:00 to 18:00
11:15 151 160 311 23:15 26 20 46 1348 1408 2756
11:30 164 189 353 23:30 18 37 55 16:45 16:00 16:00
11:45 164 198 362 23:45 11 9 20 689 741 1415
TOTALS 3187 3224 0 0 6411 TOTALS 6181 5664 0 0 11845 0.957 0.908 0.954 SPLIT % 50% 50% 0% 0% 35% SPLIT % 52% 48% 0% 0% 65%
Volume
Prepared by National Data & Surveying Services
VOLUME
Dale Rd Bet Standiford Ave & Pelandale Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
800
900
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 471 -
58 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 472 -
Street: Dermond Road
Limits: Belharbour Drive to Merle Avenue
Direction: NB/SB
Date/Location of Survey 08/27/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 100
85th Percentile (mph) 32
10 mph Pace 23 - 32
Percent in Pace 78%
Average Daily Traffic (ADT) 995
Length of Segment (mi.) 0.25
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 0
Accident Rate (Acc/MVM) 0.00
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential.

An undivided 2-lane minor collector. concrete sidewalk is present on the easterly side of the segment and is present approximately 1050ft from Belharbour Driveon westerly side of the segment, No bicycle facilities are present . Intersections along the segment are either stop controlled or yield controlled. No Marked crosswalks are present throughout segment. On-street parking is available along the segment. No school zone is present. Low driveway density on westerly side and high driveway density on easterly side. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 32 --> 30 §22358.7 - Lower the speed limit by additional 5-mph from the rounded speed due to presence of sidewalk (ped-bike generator): 30 --> 25
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 473 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 1
17 18
19 2
20 1
21 2
22 1
23 4
24 2
25 2
26 2
27 5
28 5
29 3
30 10
31 3
32 1
33 1
34 1
35 2
36 37 1
38 39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 16 - 39 28 mph 31 mph 22 - 31 37 74% 12% / 6 14% / 7

SPEED PARAMETERS
Dermond Rd Bet Belharbour Dr/Millbrook Ave & Merle Ave
City of Modesto
Northbound Spot Speeds
09:00-11:00
8/27/2025
Project #: 25-090090-030
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 474 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 2
21 22
23 3
24 3
25 5
26 5
27 8
28 5
29 3
30 4
31 3
32 2
33 2
34 1
35 1
36 1
37 38 1
39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 20 - 39 27 mph 32 mph 23 - 32 41 82% 4% / 2 14% / 7

SPEED PARAMETERS
Dermond Rd Bet Belharbour Dr/Millbrook Ave & Merle Ave
City of Modesto
Southbound Spot Speeds
09:00-11:00
8/27/2025
Project #: 25-090090-030
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 475 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 1
17 18
19 2
20 3
21 2
22 1
23 7
24 5
25 7
26 7
27 13
28 10
29 6
30 14
31 6
32 3
33 3
34 2
35 3
36 1
37 1
38 1
39 2
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 16 - 39 28 mph 32 mph 23 - 32 78 78% 9% / 9 13% / 13

SPEED PARAMETERS
Dermond Rd Bet Belharbour Dr/Millbrook Ave & Merle Ave
City of Modesto
Northbound & Southbound Spot Speeds
09:00-11:00
8/27/2025
Project #: 25-090090-030
0 510 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 476 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_030
NB SB EB WB Total
519 476 0 0 995

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 11 2 12:00 79 16 00:00 01:00 13 4
0:15 01 1 12:15 43 7 01:00 02:00 14 5
0:30 01 1 12:30 15 6 02:00 03:00 31 4
0:45 00 0 12:45 14 5 03:00 04:00 30 3
1:00 00 0 13:00 38 11 04:00 05:00 21 3
1:15 02 2 13:15 13 4 05:00 06:00 45 9
1:30 01 1 13:30 63 9 06:00 07:00 15 8 23
1:45 11 2 13:45 11 5 16 07:00 08:00 83 30 113
2:00 00 0 14:00 13 9 22 08:00 09:00 28 28 56
2:15 21 3 14:15 11 9 20 09:00 10:00 19 18 37
2:30 00 0 14:30 8 16 24 10:00 11:00 27 24 51
2:45 10 1 14:45 53 7 60 11:00 12:00 15 18 33
3:00 00 0 15:00 37 11 48 12:00 13:00 13 21 34
3:15 10 1 15:15 14 12 26 13:00 14:00 21 19 40
3:30 00 0 15:30 8 10 18 14:00 15:00 85 41 126
3:45 20 2 15:45 8 22 30 15:00 16:00 67 55 122
4:00 00 0 16:00 8 13 21 16:00 17:00 20 42 62
4:15 10 1 16:15 57 12 17:00 18:00 22 46 68
4:30 00 0 16:30 1 11 12 18:00 19:00 27 28 55
4:45 11 2 16:45 6 11 17 19:00 20:00 30 31 61
5:00 01 1 17:00 4 12 16 20:00 21:00 11 23 34
5:15 13 4 17:15 9 12 21 21:00 22:00 13 16 29
5:30 10 1 17:30 6 10 16 22:00 23:00 77 14
5:45 21 3 17:45 3 12 15 23:00 00:00 27 9
6:00 11 2 18:00 58 13
6:15 52 7 18:15 99 18 NB SB EB WB TOTAL
6:30 21 3 18:30 55 10 00:00 to 12:00
6:45 74 11 18:45 86 14 201 140 341
7:00 61 7 19:00 82 10 7:15 7:30 7:15
7:15 13 5 18 19:15 8 15 23 90 41 129
7:30 23 14 37 19:30 5 11 16 0.549 0.732 0.632
7:45 41 10 51 19:45 93 12
8:00 13 10 23 20:00 46 10 12:00 to 00:00
8:15 37 10 20:15 5 11 16 318 336 654
8:30 11 6 17 20:30 12 3 14:30 15:15 14:30
8:45 15 6 20:45 14 5 112 57 158
9:00 44 8 21:00 26 8 0.528 0.648 0.658
9:15 26 8 21:15 44 8
9:30 63 9 21:30 54 9 07:00 to 09:00
9:45 75 12 21:45 22 4 111 58 169
10:00 65 11 22:00 13 4 7:15 7:30 7:15
10:15 57 12 22:15 42 6 90 41 129
10:30 97 16 22:30 20 2 0.549 0.732 0.632
10:45 75 12 22:45 02 2
11:00 33 6 23:00 02 2 16:00 to 18:00
11:15 34 7 23:15 22 4 42 88 130
11:30 52 7 23:30 03 3 16:45 16:30 16:45
11:45 49 13 23:45 00 0 25 46 70
TOTALS 201 140 0 0 341 TOTALS 318 336 0 0 654 0.694 0.958 0.833 SPLIT % 59% 41% 0% 0% 34% SPLIT % 49% 51% 0% 0% 66%
Volume
Prepared by National Data & Surveying Services
VOLUME
Dermond Rd Bet Belharbour Dr/Millbrook Ave & Merle Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 10
20 30
40 50
60 70
80 90
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 477 -
Street: Encina Avenue
Limits: N Santa Rosa Avenue to N Riverside Drive
Direction: EB/WB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 100
85th Percentile (mph) 34
10 mph Pace 25 - 34
Percent in Pace 83%
Average Daily Traffic (ADT) 3,816
Length of Segment (mi.) 1.76
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 30
Accident Rate (Acc/MVM) 4.08
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, Recreational, Institutional and Agriculture.

An undivided 2-lane minor collector. Double yellow lines serves as a median, however between N Conejo Avenue and Oakshire Avenue lack a median striping. concrete sidewalk is present on the southerly side along the segment and is present intermittently on northerly side along the segment, No bicycle facilities are present . Intersections along the segment are either stop controlled, yield controlled or a combination of stop and yield controlled. Marked crosswalks are present at intersection with Trask Lane, Fortuna Avenue and Phoenix Avenue. Yellow marked school crosswalk is present at intersection with Colfax Avenue, El Vista Avenue, Conejo Avenue and Seagull Way. On-street parking is not available along the segment. School zone is present. A very small horizontal curve is present on the west side along the segment. Medium driveway density on northerly side and high driveway density on southerly side.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 34 --> 35 §22358.6(c) - Lower the speed limit by 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 35 --> 30
§22358.7 - Lower the speed limit by additional 5-mph due to presence of sidewalk/crosswalk, recreational land use and school (pedbike generator): 30 --> 25 Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 478 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 24 2
25 5
26 5
27 6
28 4
29 5
30 3
31 2
32 5
33 4
34 4
35 1
36 2
37 1
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 22 - 37 29 mph 34 mph 25 - 34 43 86% 6% / 3 8% / 4

SPEED PARAMETERS
Encina Ave Bet N Santa Rosa Ave & N Riverside Dr
City of Modesto
Eastbound Spot Speeds
09:00-09:45
8/20/2025
Project #: 25-090090-031
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 479 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 1
24 25 5
26 4
27 2
28 3
29 4
30 4
31 6
32 5
33 4
34 3
35 3
36 2
37 1
38 1
39 40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 22 - 40 31 mph 35 mph 25 - 34 40 80% 4% / 2 16% / 8

SPEED PARAMETERS
Encina Ave Bet N Santa Rosa Ave & N Riverside Dr
City of Modesto
Westbound Spot Speeds
09:00-09:45
8/20/2025
Project #: 25-090090-031
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 480 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 2
23 1
24 2
25 10
26 9
27 8
28 7
29 9
30 7
31 8
32 10
33 8
34 7
35 4
36 4
37 2
38 1
39 40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 22 - 40 30 mph 34 mph 25 - 34 83 83% 5% / 5 12% / 12

SPEED PARAMETERS
Encina Ave Bet N Santa Rosa Ave & N Riverside Dr
City of Modesto
Eastbound & Westbound Spot Speeds
09:00-09:45
8/20/2025
Project #: 25-090090-031
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 481 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_031
NB SB EB WB Total
0 0 1,925 1,891 3,816

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 23 5 12:00 27 19 46 00:00 01:00 78 15
0:15 02 2 12:15 31 25 56 01:00 02:00 77 14
0:30 12 3 12:30 21 21 42 02:00 03:00 45 9
0:45 41 5 12:45 27 19 46 03:00 04:00 64 10
1:00 12 3 13:00 26 25 51 04:00 05:00 10 9 19
1:15 23 5 13:15 22 19 41 05:00 06:00 17 22 39
1:30 42 6 13:30 26 23 49 06:00 07:00 41 54 95
1:45 00 0 13:45 34 19 53 07:00 08:00 168 154 322
2:00 03 3 14:00 24 32 56 08:00 09:00 236 290 526
2:15 11 2 14:15 32 28 60 09:00 10:00 90 66 156
2:30 01 1 14:30 30 51 81 10:00 11:00 112 81 193
2:45 30 3 14:45 29 82 111 11:00 12:00 95 69 164
3:00 01 1 15:00 58 69 127 12:00 13:00 106 84 190
3:15 40 4 15:15 61 35 96 13:00 14:00 108 86 194
3:30 22 4 15:30 44 38 82 14:00 15:00 115 193 308
3:45 01 1 15:45 35 34 69 15:00 16:00 198 176 374
4:00 12 3 16:00 42 34 76 16:00 17:00 164 126 290
4:15 22 4 16:15 31 35 66 17:00 18:00 161 112 273
4:30 13 4 16:30 49 29 78 18:00 19:00 92 92 184
4:45 62 8 16:45 42 28 70 19:00 20:00 59 86 145
5:00 44 8 17:00 44 27 71 20:00 21:00 57 76 133
5:15 15 6 17:15 44 25 69 21:00 22:00 35 48 83
5:30 74 11 17:30 41 34 75 22:00 23:00 27 26 53
5:45 59 14 17:45 32 26 58 23:00 00:00 10 17 27
6:00 8 10 18 18:00 25 33 58
6:15 97 16 18:15 22 15 37 NB SB EB WB TOTAL
6:30 11 8 19 18:30 23 21 44 00:00 to 12:00
6:45 13 29 42 18:45 22 23 45 793 769 1562
7:00 30 25 55 19:00 18 20 38 8:00 7:45 8:00
7:15 29 24 53 19:15 14 24 38 236 295 526
7:30 55 40 95 19:30 14 25 39 0.808 0.683 0.807
7:45 54 65 119 19:45 13 17 30
8:00 66 54 120 20:00 12 18 30 12:00 to 00:00
8:15 42 68 110 20:15 21 27 48 1132 1122 2254
8:30 55 108 163 20:30 15 18 33 15:00 14:30 14:45
8:45 73 60 133 20:45 9 13 22 198 237 416
9:00 23 18 41 21:00 14 19 33 0.811 0.723 0.819
9:15 17 14 31 21:15 11 9 20
9:30 27 12 39 21:30 6 12 18 07:00 to 09:00
9:45 23 22 45 21:45 48 12 404 444 848
10:00 20 17 37 22:00 10 8 18 8:00 7:45 8:00
10:15 20 23 43 22:15 32 5 236 295 526
10:30 32 18 50 22:30 78 15 0.808 0.683 0.807
10:45 40 23 63 22:45 78 15
11:00 21 16 37 23:00 45 9 16:00 to 18:00
11:15 24 18 42 23:15 47 11 325 238 563
11:30 26 20 46 23:30 13 4 16:30 16:00 16:00
11:45 24 15 39 23:45 12 3 179 126 290
TOTALS 0 0 793 769 1562 TOTALS 0 0 1132 1122 2254 0.913 0.900 0.929 SPLIT % 0% 0% 51% 49% 41% SPLIT % 0% 0% 50% 50% 59%
Volume
Prepared by National Data & Surveying Services
VOLUME
Encina Ave Bet N Santa Rosa Ave & N Riverside Dr
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 482 -
Street: Evergreen Avenue
Limits: W Orangeburg Avenue to Carver Road
Direction: EB/WB
Date/Location of Survey 08/21/2025
Posted Speed Limit (mph) 30
# Speed Data Collected 100
85th Percentile (mph) 35
10 mph Pace 29 - 38
Percent in Pace 98%
Average Daily Traffic (ADT) 3,493
Length of Segment (mi.) 0.46
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 15
Accident Rate (Acc/MVM) 8.48
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Service, Retail, Residential, Office and Institutional.

An undivided 2-lane minor collector. concrete sidewalk is present on both the sides of the segment, No bicycle facilities are present .

Intersections along the segment are stop controlled. Yellow marked school crosswalk is present at intersection with Dougfir Drive and Carver Road. On-street parking is not available along the segment. School zone is present. A very small horizontal curve is present on the west side along the segment. High driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 35 --> 35 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, retail land use, Church, and employment centers (ped-bike generator): 35 --> 30
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 30 Recommended Speed Limit: 30
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 483 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 2
30 3
31 9
32 4
33 5
34 12
35 5
36 3
37 4
38 3
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 29 - 38 34 mph 36 mph 29 - 38 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
Evergreen Ave Bet W Orangeburg Ave & Carver Rd
City of Modesto
Eastbound Spot Speeds
09:00-11:00
8/21/2025
Project #: 25-090090-032
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 484 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 2
29 4
30 4
31 11
32 8
33 4
34 6
35 6
36 5
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 28 - 36 32 mph 35 mph 27 - 36 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
Evergreen Ave Bet W Orangeburg Ave & Carver Rd
City of Modesto
Westbound Spot Speeds
09:00-11:00
8/21/2025
Project #: 25-090090-032
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 485 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 2
29 6
30 7
31 20
32 12
33 9
34 18
35 11
36 8
37 4
38 3
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 28 - 38 33 mph 35 mph 29 - 38 98 98% 2% / 2 0% / 0

SPEED PARAMETERS
Evergreen Ave Bet W Orangeburg Ave & Carver Rd
City of Modesto
Eastbound & Westbound Spot Speeds
09:00-11:00
8/21/2025
Project #: 25-090090-032
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 486 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_032
NB SB EB WB Total
0 0 1,980 1,513 3,493

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 43 7 12:00 35 12 47 00:00 01:00 16 11 27
0:15 31 4 12:15 29 26 55 01:00 02:00 13 14 27
0:30 43 7 12:30 32 22 54 02:00 03:00 96 15
0:45 54 9 12:45 26 26 52 03:00 04:00 8 18 26
1:00 47 11 13:00 29 21 50 04:00 05:00 9 39 48
1:15 42 6 13:15 39 17 56 05:00 06:00 16 41 57
1:30 12 3 13:30 26 26 52 06:00 07:00 36 59 95
1:45 43 7 13:45 30 22 52 07:00 08:00 76 107 183
2:00 30 3 14:00 32 17 49 08:00 09:00 96 94 190
2:15 02 2 14:15 35 22 57 09:00 10:00 87 82 169
2:30 22 4 14:30 45 25 70 10:00 11:00 85 88 173
2:45 42 6 14:45 49 26 75 11:00 12:00 107 82 189
3:00 24 6 15:00 46 23 69 12:00 13:00 122 86 208
3:15 33 6 15:15 43 30 73 13:00 14:00 124 86 210
3:30 18 9 15:30 32 24 56 14:00 15:00 161 90 251
3:45 23 5 15:45 36 19 55 15:00 16:00 157 96 253
4:00 46 10 16:00 24 23 47 16:00 17:00 152 96 248
4:15 28 10 16:15 48 25 73 17:00 18:00 181 116 297
4:30 2 13 15 16:30 40 25 65 18:00 19:00 162 96 258
4:45 1 12 13 16:45 40 23 63 19:00 20:00 112 80 192
5:00 56 11 17:00 52 25 77 20:00 21:00 88 48 136
5:15 46 10 17:15 34 36 70 21:00 22:00 92 39 131
5:30 59 14 17:30 55 28 83 22:00 23:00 38 27 65
5:45 2 20 22 17:45 40 27 67 23:00 00:00 33 12 45
6:00 6 11 17 18:00 46 22 68
6:15 4 18 22 18:15 39 23 62 NB SB EB WB TOTAL
6:30 16 8 24 18:30 42 23 65 00:00 to 12:00
6:45 10 22 32 18:45 35 28 63 558 641 1199
7:00 11 16 27 19:00 33 16 49 11:00 7:15 7:15
7:15 20 25 45 19:15 35 25 60 107 111 203
7:30 22 34 56 19:30 24 18 42 0.787 0.816 0.906
7:45 23 32 55 19:45 20 21 41
8:00 27 20 47 20:00 22 15 37 12:00 to 00:00
8:15 21 22 43 20:15 21 9 30 1422 872 2294
8:30 30 25 55 20:30 19 11 30 14:30 17:00 17:00
8:45 18 27 45 20:45 26 13 39 183 116 297
9:00 24 16 40 21:00 29 17 46 0.934 0.806 0.895
9:15 20 15 35 21:15 16 10 26
9:30 22 32 54 21:30 31 9 40 07:00 to 09:00
9:45 21 19 40 21:45 16 3 19 172 201 373
10:00 25 36 61 22:00 89 17 7:45 7:15 7:15
10:15 19 18 37 22:15 88 16 101 111 203
10:30 20 20 40 22:30 10 6 16 0.842 0.816 0.906
10:45 21 14 35 22:45 12 4 16
11:00 24 17 41 23:00 12 2 14 16:00 to 18:00
11:15 22 21 43 23:15 96 15 333 212 545
11:30 34 20 54 23:30 73 10 16:45 17:00 17:00
11:45 27 24 51 23:45 51 6 181 116 297
TOTALS 0 0 558 641 1199 TOTALS 0 0 1422 872 2294 0.823 0.806 0.895 SPLIT % 0% 0% 47% 53% 34% SPLIT % 0% 0% 62% 38% 66%
Volume
Prepared by National Data & Surveying Services
VOLUME
Evergreen Ave Bet W Orangeburg Ave & Carver Rd
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120
140
160
180
200
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 487 -
Street: Fine Avenue
Limits: Esta Avenue to Merle Avenue
Direction: NB/SB
Date/Location of Survey 08/27/2025
Posted Speed Limit (mph) 30
# Speed Data Collected 100
85th Percentile (mph) 37
10 mph Pace 29 - 38
Percent in Pace 79%
Average Daily Traffic (ADT) 3,035
Length of Segment (mi.) 1.49
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 8
Accident Rate (Acc/MVM) 1.62
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
D. Roadway Conditions
Residential, Recreational and Institutional.

Signed: Max Navarro Nayan Amin, TE
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 37 --> 35 §22358.6(b) - Lower the speed limit by 5-mph from the rounded speed limit if the speed limit was initially rounded down due to residential density and presence of vulnerable pedestrian groups including children, seniors, persons with disabilities and high collision rate as compared to statewide average collision rates: 35 --> 30 Speed Limit Change? No
Existing Speed Limit: 30 Recommended Speed Limit: 30
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 488 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 1
27 2
28 1
29 3
30 3
31 6
32 3
33 5
34 1
35 7
36 5
37 5
38 4
39 1
40 41
42 43 1
44 1
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 25 - 44 33 mph 37 mph 29 - 38 42 84% 10% / 5 6% / 3

SPEED PARAMETERS
Fine Ave Bet Floyd Ave & Cambrooke Ct
City of Modesto
Northbound Spot Speeds
10:00-11:05
8/27/2025
Project #: 25-090090-033
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 489 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 2
26 1
27 3
28 2
29 1
30 5
31 4
32 5
33 6
34 2
35 6
36 3
37 3
38 2
39 1
40 2
41 1
42 43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 25 - 43 33 mph 37 mph 27 - 36 37 74% 6% / 3 20% / 10

SPEED PARAMETERS
Fine Ave Bet Floyd Ave & Cambrooke Ct
City of Modesto
Southbound Spot Speeds
10:00-11:05
8/27/2025
Project #: 25-090090-033
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 490 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 3
26 2
27 5
28 3
29 4
30 8
31 10
32 8
33 11
34 3
35 13
36 8
37 8
38 6
39 2
40 2
41 1
42 43 2
44 1
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 25 - 44 33 mph 37 mph 29 - 38 79 79% 13% / 13 8% / 8

SPEED PARAMETERS
Fine Ave Bet Floyd Ave & Cambrooke Ct
City of Modesto
Northbound & Southbound Spot Speeds
10:00-11:05
8/27/2025
Project #: 25-090090-033
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 491 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_033
NB SB EB WB Total
1,602 1,433 0 0 3,035

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 53 8 12:00 15 15 30 00:00 01:00 14 5 19
0:15 40 4 12:15 15 13 28 01:00 02:00 45 9
0:30 21 3 12:30 16 19 35 02:00 03:00 12 3
0:45 31 4 12:45 15 14 29 03:00 04:00 25 7
1:00 31 4 13:00 18 14 32 04:00 05:00 3 11 14
1:15 02 2 13:15 24 24 48 05:00 06:00 6 18 24
1:30 10 1 13:30 14 15 29 06:00 07:00 36 43 79
1:45 02 2 13:45 24 13 37 07:00 08:00 199 165 364
2:00 00 0 14:00 25 20 45 08:00 09:00 105 155 260
2:15 00 0 14:15 48 16 64 09:00 10:00 49 52 101
2:30 00 0 14:30 20 97 117 10:00 11:00 62 51 113
2:45 12 3 14:45 55 26 81 11:00 12:00 76 74 150
3:00 10 1 15:00 34 16 50 12:00 13:00 61 61 122
3:15 02 2 15:15 37 19 56 13:00 14:00 80 66 146
3:30 02 2 15:30 45 27 72 14:00 15:00 148 159 307
3:45 11 2 15:45 37 57 94 15:00 16:00 153 119 272
4:00 14 5 16:00 33 25 58 16:00 17:00 152 98 250
4:15 02 2 16:15 35 21 56 17:00 18:00 137 94 231
4:30 22 4 16:30 37 24 61 18:00 19:00 107 72 179
4:45 03 3 16:45 47 28 75 19:00 20:00 80 56 136
5:00 05 5 17:00 38 17 55 20:00 21:00 57 71 128
5:15 34 7 17:15 39 18 57 21:00 22:00 34 25 59
5:30 14 5 17:30 35 34 69 22:00 23:00 21 17 38
5:45 25 7 17:45 25 25 50 23:00 00:00 15 9 24
6:00 27 9 18:00 18 23 41
6:15 78 15 18:15 32 17 49 NB SB EB WB TOTAL
6:30 6 13 19 18:30 25 15 40 00:00 to 12:00
6:45 21 15 36 18:45 32 17 49 557 586 1143
7:00 19 17 36 19:00 20 17 37 7:15 7:30 7:30
7:15 27 29 56 19:15 22 14 36 240 243 473
7:30 68 62 130 19:30 18 9 27 0.706 0.821 0.833
7:45 85 57 142 19:45 20 16 36
8:00 60 74 134 20:00 20 22 42 12:00 to 00:00
8:15 17 50 67 20:15 17 14 31 1045 847 1892
8:30 15 18 33 20:30 12 17 29 14:45 14:00 14:15
8:45 13 13 26 20:45 8 18 26 171 159 312
9:00 13 12 25 21:00 16 6 22 0.777 0.410 0.667
9:15 11 12 23 21:15 65 11
9:30 13 14 27 21:30 98 17 07:00 to 09:00
9:45 12 14 26 21:45 36 9 304 320 624
10:00 14 9 23 22:00 45 9 7:15 7:30 7:30
10:15 15 10 25 22:15 77 14 240 243 473
10:30 14 19 33 22:30 42 6 0.706 0.821 0.833
10:45 19 13 32 22:45 63 9
11:00 22 23 45 23:00 73 10 16:00 to 18:00
11:15 25 12 37 23:15 24 6 289 192 481
11:30 17 24 41 23:30 41 5 16:30 16:00 16:45
11:45 12 15 27 23:45 21 3 161 98 256
TOTALS 557 586 0 0 1143 TOTALS 1045 847 0 0 1892 0.856 0.875 0.853 SPLIT % 49% 51% 0% 0% 38% SPLIT % 55% 45% 0% 0% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
Fine Ave Bet Floyd Ave & Cambrooke Ct
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 492 -
Street: Floyd Avenue
Limits: McHenry Avenue to Oakdale Road
Direction: EB/WB
Date/Location of Survey 08/21/2025
Posted Speed Limit (mph) 30
# Speed Data Collected 115
85th Percentile (mph) 27
10 mph Pace 18 - 27
Percent in Pace 75%
Average Daily Traffic (ADT) 7,580
Length of Segment (mi.) 1.99
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 111
Accident Rate (Acc/MVM) 6.72
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

An undivided 2-lane minor collector. Double yellow lines serves as median, concrete sidewalk is present on both the sides of the segment, No bicycle facilities are present . Intersections with McHenry Avenue, Coffee Road and Oakdale Road is controlled by signal, while all the others are stop controlled. Left turn pocket exist at intersection with Mchenry Avenue, Coffee Road and Oakdale Road. Right turn pocket exist at intersection with Coffee Road and Oakdale Road. Standard marked crosswalks are present at intersection with Oakdale Road, Rose Avenue and Mac Dougal Street, MacGregor Court and McHenry Avenue. Yellow marked school crosswalk is present at intersection with Coffee Road, Vicki Drive, Newport Drive and Sunrise Avenue. On-street parking is present along few portion of the segment. School zone is present. High driveway density is present on both the sides of the segment.

Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
D. Roadway Conditions
Retail, Residential, Institutional, Service, and Office.

Signed: Max Navarro Nayan Amin, TE
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 27 --> 25 Speed Limit Change? Yes
Existing Speed Limit: 30 Recommended Speed Limit: 25
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 493 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 3
17 4
18 7
19 3
20 2
21 6
22 3
23 7
24 3
25 2
26 5
27 6
28 3
29 1
30 31
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 55 16 - 29 22 mph 27 mph 18 - 27 44 80% 12% / 7 8% / 4

SPEED PARAMETERS
924 Floyd Ave
City of Modesto
Eastbound Spot Speeds
14:30-16:00
8/21/2025
Project #: 25-090090-034
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 494 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 2
16 1
17 5
18 8
19 5
20 3
21 2
22 3
23 5
24 3
25 2
26 7
27 4
28 5
29 3
30 31 1
32 1
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 60 15 - 32 23 mph 28 mph 17 - 26 43 72% 5% / 3 24% / 14

SPEED PARAMETERS
924 Floyd Ave
City of Modesto
Westbound Spot Speeds
14:30-16:00
8/21/2025
Project #: 25-090090-034
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 495 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 2
16 4
17 9
18 15
19 8
20 5
21 8
22 6
23 12
24 6
25 4
26 12
27 10
28 8
29 4
30 31 1
32 1
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 115 15 - 32 23 mph 27 mph 18 - 27 86 75% 13% / 15 13% / 14

SPEED PARAMETERS
924 Floyd Ave
City of Modesto
Eastbound & Westbound Spot Speeds
14:30-16:00
8/21/2025
Project #: 25-090090-034
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 496 -
Day: Thursday City: Modesto
Date: Project #: CA25_090089_034
NB SB EB WB Total
0 0 3,731 3,849 7,580

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 63 9 12:00 56 62 118 00:00 01:00 20 17 37
0:15 77 14 12:15 52 52 104 01:00 02:00 16 8 24
0:30 34 7 12:30 67 58 125 02:00 03:00 56 11
0:45 43 7 12:45 46 65 111 03:00 04:00 9 14 23
1:00 20 2 13:00 62 60 122 04:00 05:00 13 30 43
1:15 12 3 13:15 56 55 111 05:00 06:00 41 39 80
1:30 54 9 13:30 71 64 135 06:00 07:00 67 98 165
1:45 82 10 13:45 59 76 135 07:00 08:00 186 276 462
2:00 20 2 14:00 68 70 138 08:00 09:00 223 280 503
2:15 12 3 14:15 63 88 151 09:00 10:00 190 229 419
2:30 11 2 14:30 72 86 158 10:00 11:00 205 217 422
2:45 13 4 14:45 70 74 144 11:00 12:00 224 228 452
3:00 12 3 15:00 87 52 139 12:00 13:00 221 237 458
3:15 53 8 15:15 66 65 131 13:00 14:00 248 255 503
3:30 22 4 15:30 57 78 135 14:00 15:00 273 318 591
3:45 17 8 15:45 80 77 157 15:00 16:00 290 272 562
4:00 17 8 16:00 82 82 164 16:00 17:00 331 316 647
4:15 21 3 16:15 92 83 175 17:00 18:00 328 257 585
4:30 66 12 16:30 80 80 160 18:00 19:00 236 221 457
4:45 4 16 20 16:45 77 71 148 19:00 20:00 204 191 395
5:00 85 13 17:00 88 72 160 20:00 21:00 174 156 330
5:15 7 11 18 17:15 84 63 147 21:00 22:00 123 103 226
5:30 10 8 18 17:30 85 60 145 22:00 23:00 62 43 105
5:45 16 15 31 17:45 71 62 133 23:00 00:00 42 38 80
6:00 16 10 26 18:00 71 50 121
6:15 12 20 32 18:15 58 62 120 NB SB EB WB TOTAL
6:30 16 30 46 18:30 58 64 122 00:00 to 12:00
6:45 23 38 61 18:45 49 45 94 1199 1442 2641
7:00 36 31 67 19:00 65 43 108 7:30 7:30 7:30
7:15 37 50 87 19:15 41 72 113 231 369 600
7:30 55 87 142 19:30 45 37 82 0.780 0.854 0.904
7:45 58 108 166 19:45 53 39 92
8:00 74 85 159 20:00 50 40 90 12:00 to 00:00
8:15 44 89 133 20:15 45 47 92 2532 2407 4939
8:30 55 57 112 20:30 45 32 77 16:15 15:45 15:45
8:45 50 49 99 20:45 34 37 71 337 322 656
9:00 44 46 90 21:00 41 31 72 0.916 0.970 0.937
9:15 42 61 103 21:15 30 34 64
9:30 51 62 113 21:30 27 14 41 07:00 to 09:00
9:45 53 60 113 21:45 25 24 49 409 556 965
10:00 60 58 118 22:00 19 18 37 7:30 7:30 7:30
10:15 40 61 101 22:15 17 9 26 231 369 600
10:30 49 45 94 22:30 15 5 20 0.780 0.854 0.904
10:45 56 53 109 22:45 11 11 22
11:00 52 58 110 23:00 13 13 26 16:00 to 18:00
11:15 56 52 108 23:15 11 13 24 659 573 1232
11:30 57 58 115 23:30 10 7 17 16:15 16:00 16:00
11:45 59 60 119 23:45 85 13 337 316 647
TOTALS 0 0 1199 1442 2641 TOTALS 0 0 2532 2407 4939 0.916 0.952 0.924 SPLIT % 0% 0% 45% 55% 35% SPLIT % 0% 0% 51% 49% 65%
Volume
Prepared by National Data & Surveying Services
VOLUME
Floyd Ave Bet McHenry Ave/SR 108 & Oakdale Rd
8/14/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 497 -
63 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 498 -
Street: G Street
Limits: 9th Street to Burney Street
Direction: NB/SB
Date/Location of Survey 10/07/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 53
85th Percentile (mph) 29
10 mph Pace 21 - 30
Percent in Pace 100%
Average Daily Traffic (ADT) 11,791
Length of Segment (mi.) 0.67
Street Classification Downtown Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 62
Accident Rate (Acc/MVM) 7.15
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Office, Service, Retail, Medical, and Residential.

An one-way 3-lane downtown collector. concrete sidewalk is present on the southerly side along the segment and is present on northerly side from 10th Street to Burney Street along the segment, No bicycle facilities are present. Intersections with 13th Street, 15th Street, 16th Street and 18th Street are stop controlled, while all the others are controlled by signal . Left turn pocket exist at intersection with 9th Street, 10th Street and 11th Street. Standard marked crosswalks are present at all intersections except with 15th Street and 16th Street. On-street parking is available along the segment. No school zone is present. Low driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 29 --> 30 22358.6(c) - Lower the speed limit by 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 30 --> 25
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 499 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 9
24 3
25 3
26 7
27 8
28 3
29 12
30 7
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 53 22 - 30 27 mph 29 mph 21 - 30 53 100% 0% / 0 0% / 0

SPEED PARAMETERS
G St Bet Burney St & 9th
City of Modesto
Northbound Spot Speeds
11:00-12:40
10/7/2025
Project #: 25-090090-035
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 500 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

SPEED PARAMETERS
G St Bet Burney St & 9th
City of Modesto
Southbound Spot Speeds
11:00-12:40
10/7/2025
Project #: 25-090090-035
0 2
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 501 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

SPEED PARAMETERS
G St Bet Burney St & 9th
City of Modesto
Northbound & Southbound Spot Speeds
11:00-12:40
10/7/2025
Project #: 25-090090-035
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 502 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_035
NB SB EB WB Total
11,791 0 0 0 11,791

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 27 27 12:00 167 167 00:00 01:00 89 89
0:15 28 28 12:15 135 135 01:00 02:00 37 37
0:30 18 18 12:30 145 145 02:00 03:00 49 49
0:45 16 16 12:45 157 157 03:00 04:00 51 51
1:00 8 8 13:00 168 168 04:00 05:00 113 113
1:15 6 6 13:15 154 154 05:00 06:00 310 310
1:30 12 12 13:30 183 183 06:00 07:00 483 483
1:45 11 11 13:45 164 164 07:00 08:00 827 827
2:00 8 8 14:00 209 209 08:00 09:00 826 826
2:15 20 20 14:15 181 181 09:00 10:00 659 659
2:30 5 5 14:30 223 223 10:00 11:00 627 627
2:45 16 16 14:45 226 226 11:00 12:00 609 609
3:00 10 10 15:00 205 205 12:00 13:00 604 604
3:15 5 5 15:15 199 199 13:00 14:00 669 669
3:30 19 19 15:30 213 213 14:00 15:00 839 839
3:45 17 17 15:45 241 241 15:00 16:00 858 858
4:00 24 24 16:00 242 242 16:00 17:00 845 845
4:15 15 15 16:15 174 174 17:00 18:00 844 844
4:30 43 43 16:30 217 217 18:00 19:00 686 686
4:45 31 31 16:45 212 212 19:00 20:00 560 560
5:00 38 38 17:00 237 237 20:00 21:00 495 495
5:15 83 83 17:15 179 179 21:00 22:00 359 359
5:30 92 92 17:30 231 231 22:00 23:00 220 220
5:45 97 97 17:45 197 197 23:00 00:00 132 132
6:00 91 91 18:00 189 189
6:15 99 99 18:15 177 177 NB SB EB WB TOTAL
6:30 134 134 18:30 167 167 00:00 to 12:00
6:45 159 159 18:45 153 153 4680 4680
7:00 156 156 19:00 150 150 7:30 7:30
7:15 191 191 19:15 157 157 932 932
7:30 223 223 19:30 115 115 0.907 0.907
7:45 257 257 19:45 138 138
8:00 234 234 20:00 118 118 12:00 to 00:00
8:15 218 218 20:15 131 131 7111 7111
8:30 186 186 20:30 140 140 15:15 15:15
8:45 188 188 20:45 106 106 895 895
9:00 178 178 21:00 113 113 0.925 0.925
9:15 147 147 21:15 109 109
9:30 176 176 21:30 81 81 07:00 to 09:00
9:45 158 158 21:45 56 56 1653 1653
10:00 168 168 22:00 64 64 7:30 7:30
10:15 145 145 22:15 53 53 932 932
10:30 153 153 22:30 56 56 0.907 0.907
10:45 161 161 22:45 47 47
11:00 151 151 23:00 48 48 16:00 to 18:00
11:15 154 154 23:15 34 34 1689 1689
11:30 147 147 23:30 24 24 16:45 16:45
11:45 157 157 23:45 26 26 859 859
TOTALS 4680 0 0 0 4680 TOTALS 7111 0 0 0 7111 0.906 0.906 SPLIT % 100% 0% 0% 0% 40% SPLIT % 100% 0% 0% 0% 60%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
G St Bet Burney St & 9th
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 100
200
300
400
500
600
700
800
900
1000
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 503 -
Street: G Street
Limits: 1st Street to 9th Street
Direction: NB/SB
Date/Location of Survey 08/13/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 50
85th Percentile (mph) 32
10 mph Pace 24 - 33
Percent in Pace 100%
Average Daily Traffic (ADT) 4,782
Length of Segment (mi.) 0.58
Street Classification Downtown Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 74
Accident Rate (Acc/MVM) 24.55
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, Recreational, Office, Service, Institutional and Retail.

An one-way 3-lane downtown collector. concrete sidewalk is present on both the sides from 1st Street to 8th Street along the segment, No bicycle facilities are present . Intersections with 5th Street, 6th Street, 7th Street and 9th Street is controlled by signal, while all the others are stop or yield or their combination controlled. Left turn pocket exist at intersection with 9th Street. Marked crosswalks are present at intersection with all intersections. Yellow marked school crosswalk is present at intersection with 1st Street.

On-street parking is available along the segment. School zone is present. Low driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 32 --> 30 §22358.6(b) - Lower the speed limit by additional 5-mph from the rounded speed limit if the speed limit was initially rounded down due to presence of vulnerable pedestrian groups including children, seniors, and high collision rate as compared to statewide average collision rates: 30 --> 25
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 504 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: None Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 8
27 8
28 10
29 3
30 3
31 8
32 3
33 7
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 26 - 33 28 mph 32 mph 24 - 33 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
G St Bet 1st St & 9th St
City of Modesto
Northbound Spot Speeds
11:30-12:45
8/13/2025
Project #: 25-090090-036
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 505 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: None Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 0 0 - 0 0 mph 0 mph 990 - 999 0 #DIV/0! #DIV/0! #DIV/0!

SPEED PARAMETERS
G St Bet 1st St & 9th St
City of Modesto
Southbound Spot Speeds
11:30-12:45
8/13/2025
Project #: 25-090090-036
0 2
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 506 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

SPEED PARAMETERS
G St Bet 1st St & 9th St
City of Modesto
Northbound & Southbound Spot Speeds
11:30-12:45
8/13/2025
Project #: 25-090090-036
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 507 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_036
NB SB EB WB Total
4,782 0 0 0 4,782

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 9 9 12:00 50 50 00:00 01:00 20 20
0:15 3 3 12:15 38 38 01:00 02:00 22 22
0:30 4 4 12:30 62 62 02:00 03:00 17 17
0:45 4 4 12:45 80 80 03:00 04:00 37 37
1:00 4 4 13:00 70 70 04:00 05:00 57 57
1:15 4 4 13:15 63 63 05:00 06:00 143 143
1:30 7 7 13:30 72 72 06:00 07:00 181 181
1:45 7 7 13:45 84 84 07:00 08:00 387 387
2:00 3 3 14:00 68 68 08:00 09:00 360 360
2:15 6 6 14:15 77 77 09:00 10:00 232 232
2:30 2 2 14:30 89 89 10:00 11:00 252 252
2:45 6 6 14:45 78 78 11:00 12:00 265 265
3:00 5 5 15:00 95 95 12:00 13:00 230 230
3:15 6 6 15:15 73 73 13:00 14:00 289 289
3:30 14 14 15:30 156 156 14:00 15:00 312 312
3:45 12 12 15:45 138 138 15:00 16:00 462 462
4:00 9 9 16:00 113 113 16:00 17:00 355 355
4:15 6 6 16:15 88 88 17:00 18:00 306 306
4:30 25 25 16:30 71 71 18:00 19:00 248 248
4:45 17 17 16:45 83 83 19:00 20:00 202 202
5:00 16 16 17:00 85 85 20:00 21:00 154 154
5:15 42 42 17:15 70 70 21:00 22:00 129 129
5:30 44 44 17:30 79 79 22:00 23:00 76 76
5:45 41 41 17:45 72 72 23:00 00:00 46 46
6:00 36 36 18:00 72 72
6:15 43 43 18:15 58 58 NB SB EB WB TOTAL
6:30 49 49 18:30 68 68 00:00 to 12:00
6:45 53 53 18:45 50 50 1973 1973
7:00 87 87 19:00 63 63 7:15 7:15
7:15 106 106 19:15 52 52 407 407
7:30 97 97 19:30 37 37 0.951 0.951
7:45 97 97 19:45 50 50
8:00 107 107 20:00 33 33 12:00 to 00:00
8:15 96 96 20:15 40 40 2809 2809
8:30 78 78 20:30 36 36 15:30 15:30
8:45 79 79 20:45 45 45 495 495
9:00 63 63 21:00 33 33 0.793 0.793
9:15 57 57 21:15 37 37
9:30 51 51 21:30 37 37 07:00 to 09:00
9:45 61 61 21:45 22 22 747 747
10:00 69 69 22:00 21 21 7:15 7:15
10:15 70 70 22:15 23 23 407 407
10:30 57 57 22:30 22 22 0.951 0.951
10:45 56 56 22:45 10 10
11:00 50 50 23:00 18 18 16:00 to 18:00
11:15 67 67 23:15 12 12 661 661
11:30 68 68 23:30 8 8 16:00 16:00
11:45 80 80 23:45 8 8 355 355
TOTALS 1973 0 0 0 1973 TOTALS 2809 0 0 0 2809 0.785 0.785 SPLIT % 100% 0% 0% 0% 41% SPLIT % 100% 0% 0% 0% 59%
Volume
Prepared by National Data & Surveying Services
VOLUME
G St Bet 1st St & 9th St
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
400
450
500
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 508 -
Street: E Glenn Avenue
Limits: Crows Landing Road to Reliance Street
Direction: EB/WB
Date/Location of Survey 08/19/2025
Posted Speed Limit (mph) Not Posted
# Speed Data Collected 100
85th Percentile (mph) 31
10 mph Pace 25 - 34
Percent in Pace 94%
Average Daily Traffic (ADT) 811
Length of Segment (mi.) 0.37
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 1
Accident Rate (Acc/MVM) 3.01
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Service, Retail and Industrial.

An undivided 2-lane minor collector. concrete sidewalk is present intermittently on both the sides of the segment, No bicycle facilities are present . Intersections along the segment are stop controlled. Left turn pocket exist at intersection with Crows Landing Road. Marked crosswalk is present at intersection with Crows Landing Road. The segment has unmarked on-street parking available.

No school zone is present. Low driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 31 --> 30 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, and retail land use (pedbike generator): 30 --> 25 Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: Not Posted Recommended Speed Limit: 25 Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 509 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 8
26 11
27 3
28 4
29 7
30 3
31 7
32 2
33 2
34 2
35 1
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 25 - 35 28 mph 31 mph 25 - 34 49 98% 0% / 0 2% / 1

SPEED PARAMETERS
E Glenn Ave Bet Crows Landing Rd & Reliance St
City of Modesto
Eastbound Spot Speeds
13:50-15:40
8/19/2025
Project #: 25-090090-037
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 510 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 1
25 7
26 10
27 3
28 2
29 10
30 3
31 5
32 1
33 2
34 2
35 2
36 1
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 23 - 36 29 mph 32 mph 25 - 34 45 90% 4% / 2 6% / 3

SPEED PARAMETERS
E Glenn Ave Bet Crows Landing Rd & Reliance St
City of Modesto
Westbound Spot Speeds
13:50-15:40
8/19/2025
Project #: 25-090090-037
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 511 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 1
25 15
26 21
27 6
28 6
29 17
30 6
31 12
32 3
33 4
34 4
35 3
36 1
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 23 - 36 28 mph 31 mph 25 - 34 94 94% 2% / 2 4% / 4

SPEED PARAMETERS
E Glenn Ave Bet Crows Landing Rd & Reliance St
City of Modesto
Eastbound & Westbound Spot Speeds
13:50-15:40
8/19/2025
Project #: 25-090090-037
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 512 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_037
NB SB EB WB Total
0 0 469 342 811

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 20 2 12:00 93 12 00:00 01:00 30 3
0:15 00 0 12:15 82 10 01:00 02:00 53 8
0:30 00 0 12:30 75 12 02:00 03:00 43 7
0:45 10 1 12:45 35 8 03:00 04:00 11 2
1:00 10 1 13:00 87 15 04:00 05:00 20 2
1:15 01 1 13:15 55 10 05:00 06:00 23 10 33
1:30 20 2 13:30 75 12 06:00 07:00 16 1 17
1:45 22 4 13:45 78 15 07:00 08:00 22 13 35
2:00 30 3 14:00 8 10 18 08:00 09:00 17 17 34
2:15 12 3 14:15 95 14 09:00 10:00 20 17 37
2:30 00 0 14:30 9 12 21 10:00 11:00 36 20 56
2:45 01 1 14:45 92 11 11:00 12:00 27 28 55
3:00 01 1 15:00 14 5 19 12:00 13:00 27 15 42
3:15 00 0 15:15 47 11 13:00 14:00 27 25 52
3:30 00 0 15:30 91 10 14:00 15:00 35 29 64
3:45 10 1 15:45 86 14 15:00 16:00 35 19 54
4:00 00 0 16:00 10 9 19 16:00 17:00 24 30 54
4:15 00 0 16:15 84 12 17:00 18:00 36 32 68
4:30 00 0 16:30 48 12 18:00 19:00 32 27 59
4:45 20 2 16:45 29 11 19:00 20:00 25 13 38
5:00 31 4 17:00 13 5 18 20:00 21:00 21 19 40
5:15 63 9 17:15 97 16 21:00 22:00 20 12 32
5:30 81 9 17:30 7 10 17 22:00 23:00 64 10
5:45 65 11 17:45 7 10 17 23:00 00:00 54 9
6:00 40 4 18:00 12 10 22
6:15 21 3 18:15 86 14 NB SB EB WB TOTAL
6:30 10 1 18:30 44 8 00:00 to 12:00
6:45 90 9 18:45 87 15 176 113 289
7:00 63 9 19:00 24 6 10:30 10:45 10:30
7:15 83 11 19:15 82 10 39 35 67
7:30 52 7 19:30 62 8 0.750 0.795 0.761
7:45 35 8 19:45 95 14
8:00 43 7 20:00 84 12 12:00 to 00:00
8:15 63 9 20:15 36 9 293 229 522
8:30 55 10 20:30 73 10 14:15 17:15 17:15
8:45 26 8 20:45 36 9 41 37 72
9:00 43 7 21:00 92 11 0.732 0.925 0.818
9:15 74 11 21:15 43 7
9:30 47 11 21:30 22 4 07:00 to 09:00
9:45 53 8 21:45 55 10 39 30 69
10:00 93 12 22:00 11 2 7:00 8:00 7:00
10:15 34 7 22:15 41 5 22 17 35
10:30 13 2 15 22:30 01 1 0.688 0.708 0.795
10:45 11 11 22 22:45 11 2
11:00 69 15 23:00 21 3 16:00 to 18:00
11:15 96 15 23:15 01 1 60 62 122
11:30 39 12 23:30 21 3 17:00 17:00 17:00
11:45 94 13 23:45 11 2 36 32 68
TOTALS 0 0 176 113 289 TOTALS 0 0 293 229 522 0.692 0.800 0.944 SPLIT % 0% 0% 61% 39% 36% SPLIT % 0% 0% 56% 44% 64%
Volume
Prepared by National Data & Surveying Services
VOLUME
E Glenn Ave Bet Crows Landing Rd & Reliance St
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 5
10 15
20 25
30 35
40 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 513 -
66 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 514 -
Street: H Street
Limits: 9th Street to 1st Street
Direction: NB/SB
Date/Location of Survey 08/21/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 50
85th Percentile (mph) 33
10 mph Pace 24 - 33
Percent in Pace 82%
Average Daily Traffic (ADT) 13,090
Length of Segment (mi.) 0.57
Street Classification Downtown Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 119
Accident Rate (Acc/MVM) 14.49
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, Institutional, Retail, Service, Office and Recreational.

An one-way 3-lane downtown collector. concrete sidewalk is present on both the sides of the segment, No bicycle facilities are present . Intersections with 2nd Street, 3rd Street, 4th Street and 8th Street are stop controlled, while all the others are controlled by signal . Left turn pocket exist at intersection with 9th Street. Standard marked crosswalks are present at intersection with all intersections. Yellow marked school crosswalk is present at intersection with 1st Street. On-street parking is available along the segment. School zone is present. Low driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 33 --> 35 §22358.6(c) - Lower the speed limit by 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 35 --> 30
§22358.7 - Lower the speed limit by additional 5-mph due to presence of sidewalk/crosswalk, retail, recreational land use, Church, school and employment centers (ped-bike generator): 30 --> 25 Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 515 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

SPEED PARAMETERS
H St Bet 1st St & 9th St
City of Modesto
Northbound Spot Speeds
09:35-10:05
8/21/2025
Project #: 25-090090-038
0 2
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 516 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 2
22 23 3
24 3
25 4
26 5
27 1
28 6
29 6
30 4
31 2
32 6
33 4
34 2
35 1
36 1
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 21 - 36 29 mph 33 mph 24 - 33 41 82% 10% / 5 8% / 4

SPEED PARAMETERS
H St Bet 1st St & 9th St
City of Modesto
Southbound Spot Speeds
09:35-10:05
8/21/2025
Project #: 25-090090-038
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 517 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

SPEED PARAMETERS
H St Bet 1st St & 9th St
City of Modesto
Northbound & Southbound Spot Speeds
09:35-10:05
8/21/2025
Project #: 25-090090-038
0 510
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 518 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_038
NB SB EB WB Total
0 13,090 0 0 13,090

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 44 44 12:00 183 183 00:00 01:00 109 109
0:15 33 33 12:15 187 187 01:00 02:00 79 79
0:30 17 17 12:30 185 185 02:00 03:00 80 80
0:45 15 15 12:45 184 184 03:00 04:00 113 113
1:00 21 21 13:00 177 177 04:00 05:00 228 228
1:15 18 18 13:15 217 217 05:00 06:00 418 418
1:30 16 16 13:30 156 156 06:00 07:00 604 604
1:45 24 24 13:45 195 195 07:00 08:00 830 830
2:00 14 14 14:00 211 211 08:00 09:00 762 762
2:15 21 21 14:15 200 200 09:00 10:00 645 645
2:30 22 22 14:30 217 217 10:00 11:00 700 700
2:45 23 23 14:45 206 206 11:00 12:00 677 677
3:00 17 17 15:00 229 229 12:00 13:00 739 739
3:15 25 25 15:15 218 218 13:00 14:00 745 745
3:30 33 33 15:30 246 246 14:00 15:00 834 834
3:45 38 38 15:45 191 191 15:00 16:00 884 884
4:00 40 40 16:00 249 249 16:00 17:00 875 875
4:15 43 43 16:15 197 197 17:00 18:00 845 845
4:30 63 63 16:30 239 239 18:00 19:00 776 776
4:45 82 82 16:45 190 190 19:00 20:00 650 650
5:00 83 83 17:00 244 244 20:00 21:00 530 530
5:15 88 88 17:15 170 170 21:00 22:00 465 465
5:30 115 115 17:30 229 229 22:00 23:00 326 326
5:45 132 132 17:45 202 202 23:00 00:00 176 176
6:00 102 102 18:00 193 193
6:15 155 155 18:15 209 209 NB SB EB WB TOTAL
6:30 167 167 18:30 194 194 00:00 to 12:00
6:45 180 180 18:45 180 180 5245 5245
7:00 196 196 19:00 177 177 7:00 7:00
7:15 223 223 19:15 162 162 830 830
7:30 211 211 19:30 150 150 0.930 0.930
7:45 200 200 19:45 161 161
8:00 191 191 20:00 135 135 12:00 to 00:00
8:15 200 200 20:15 140 140 7845 7845
8:30 178 178 20:30 132 132 15:15 15:15
8:45 193 193 20:45 123 123 904 904
9:00 159 159 21:00 137 137 0.908 0.908
9:15 174 174 21:15 134 134
9:30 145 145 21:30 106 106 07:00 to 09:00
9:45 167 167 21:45 88 88 1592 1592
10:00 170 170 22:00 109 109 7:00 7:00
10:15 182 182 22:15 94 94 830 830
10:30 184 184 22:30 70 70 0.930 0.930
10:45 164 164 22:45 53 53
11:00 153 153 23:00 66 66 16:00 to 18:00
11:15 189 189 23:15 28 28 1720 1720
11:30 146 146 23:30 36 36 16:00 16:00
11:45 189 189 23:45 46 46 875 875
TOTALS 0 5245 0 0 5245 TOTALS 0 7845 0 0 7845 0.879 0.879 SPLIT % 0% 100% 0% 0% 40% SPLIT % 0% 100% 0% 0% 60%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
H St Bet 1st St & 9th St
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 100
200
300
400
500
600
700
800
900
1000
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 519 -
Street: H Street
Limits: Burney Street to 9th Street
Direction: NB/SB
Date/Location of Survey 08/26/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 53
85th Percentile (mph) 32
10 mph Pace 23 - 32
Percent in Pace 87%
Average Daily Traffic (ADT) 12,385
Length of Segment (mi.) 0.76
Street Classification Downtown Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 76
Accident Rate (Acc/MVM) 7.40
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Recreational, Retail, Service, Office, Institutional, and Medical An one-way 3-lane downtown collector. Double yellow lines serves as median between Burney Street and 17th Street. concrete sidewalk is present on the southerly side along the segment and is present on northerly side from Burney Street to 10th Street along the segment, No bicycle facilities are present . Intersections with 13th Street, 15th Street, 16th Street, 18thStreet and Burney Street are stop controlled, while all the others are controlled by signal . Left turn pocket exist at intersection with 9th Street, 10th Street and 11th Street. Standard marked crosswalks are present at intersection with all intersections except with 15th Street and 16th Street. Onstreet parking is available along the segment. No school zone is present. Low driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 32 --> 30 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, recreational, retail, medical land use, church and employment centers (ped-bike generator): 30 --> 25 Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 520 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

SPEED PARAMETERS
H St Bet Burney St & 9th
City of Modesto
Northbound Spot Speeds
09:00-09:35
8/26/2025
Project #: 25-090090-039
0 2
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 521 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 21
22 1
23 3
24 5
25 5
26 3
27 5
28 10
29 5
30 5
31 2
32 3
33 2
34 2
35 36 1
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 53 19 - 36 28 mph 32 mph 23 - 32 46 87% 3% / 2 10% / 5

SPEED PARAMETERS
H St Bet Burney St & 9th
City of Modesto
Southbound Spot Speeds
09:00-09:35
8/26/2025
Project #: 25-090090-039
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 522 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

SPEED PARAMETERS
H St Bet Burney St & 9th
City of Modesto
Northbound & Southbound Spot Speeds
09:00-09:35
8/26/2025
Project #: 25-090090-039
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 523 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_039
NB SB EB WB Total
0 12,385 0 0 12,385

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 26 26 12:00 193 193 00:00 01:00 80 80
0:15 18 18 12:15 190 190 01:00 02:00 61 61
0:30 21 21 12:30 176 176 02:00 03:00 59 59
0:45 15 15 12:45 175 175 03:00 04:00 114 114
1:00 17 17 13:00 166 166 04:00 05:00 233 233
1:15 13 13 13:15 178 178 05:00 06:00 445 445
1:30 13 13 13:30 166 166 06:00 07:00 591 591
1:45 18 18 13:45 174 174 07:00 08:00 891 891
2:00 11 11 14:00 191 191 08:00 09:00 844 844
2:15 17 17 14:15 196 196 09:00 10:00 639 639
2:30 13 13 14:30 169 169 10:00 11:00 674 674
2:45 18 18 14:45 184 184 11:00 12:00 661 661
3:00 12 12 15:00 211 211 12:00 13:00 734 734
3:15 32 32 15:15 178 178 13:00 14:00 684 684
3:30 36 36 15:30 186 186 14:00 15:00 740 740
3:45 34 34 15:45 211 211 15:00 16:00 786 786
4:00 36 36 16:00 169 169 16:00 17:00 706 706
4:15 50 50 16:15 178 178 17:00 18:00 762 762
4:30 65 65 16:30 179 179 18:00 19:00 698 698
4:45 82 82 16:45 180 180 19:00 20:00 642 642
5:00 73 73 17:00 210 210 20:00 21:00 516 516
5:15 106 106 17:15 177 177 21:00 22:00 390 390
5:30 115 115 17:30 181 181 22:00 23:00 309 309
5:45 151 151 17:45 194 194 23:00 00:00 126 126
6:00 92 92 18:00 183 183
6:15 145 145 18:15 162 162 NB SB EB WB TOTAL
6:30 175 175 18:30 180 180 00:00 to 12:00
6:45 179 179 18:45 173 173 5292 5292
7:00 191 191 19:00 179 179 7:15 7:15
7:15 234 234 19:15 158 158 930 930
7:30 249 249 19:30 158 158 0.934 0.934
7:45 217 217 19:45 147 147
8:00 230 230 20:00 139 139 12:00 to 00:00
8:15 209 209 20:15 117 117 7093 7093
8:30 228 228 20:30 145 145 15:00 15:00
8:45 177 177 20:45 115 115 786 786
9:00 170 170 21:00 112 112 0.931 0.931
9:15 159 159 21:15 111 111
9:30 151 151 21:30 96 96 07:00 to 09:00
9:45 159 159 21:45 71 71 1735 1735
10:00 179 179 22:00 103 103 7:15 7:15
10:15 154 154 22:15 82 82 930 930
10:30 176 176 22:30 77 77 0.934 0.934
10:45 165 165 22:45 47 47
11:00 149 149 23:00 35 35 16:00 to 18:00
11:15 177 177 23:15 22 22 1468 1468
11:30 180 180 23:30 40 40 17:00 17:00
11:45 155 155 23:45 29 29 762 762
TOTALS 0 5292 0 0 5292 TOTALS 0 7093 0 0 7093 0.907 0.907 SPLIT % 0% 100% 0% 0% 43% SPLIT % 0% 100% 0% 0% 57%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
H St Bet Burney St & 9th
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 100
200
300
400
500
600
700
800
900
1000
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 524 -
Street: Hashem Drive
Limits: Sylvan Avenue to Oakdale Road
Direction: NB/SB
Date/Location of Survey 08/27/2025
Posted Speed Limit (mph) 30
# Speed Data Collected 100
85th Percentile (mph) 30
10 mph Pace 23 - 32
Percent in Pace 97%
Average Daily Traffic (ADT) 3,204
Length of Segment (mi.) 0.91
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 12
Accident Rate (Acc/MVM) 3.77
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Service, Retail, and Residential
An undivided 2-lane minor collector. Double yellow lines and raised median with trees serves as median, concrete sidewalk is present on both the sides of the segment, No bicycle facilities are present . Intersections along the segment are either stop controlled or yield controlled. No Marked crosswalks are present throughout segment. On-street parking is available on westerly side along the segment. No school zone is present. A horizontal curve is present along the segment. Low driveway density on easterly side and high driveway density on westerly side.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 30 --> 30 Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 30 Recommended Speed Limit: 30
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 525 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 22
23 1
24 3
25 9
26 8
27 9
28 5
29 6
30 4
31 3
32 1
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 20 - 32 27 mph 30 mph 23 - 32 49 98% 2% / 1 0% / 0

SPEED PARAMETERS
Hashem Dr Bet Oakdale Rd & Sylvan Ave
City of Modesto
Northbound Spot Speeds
14:00-16:00
8/27/2025
Project #: 25-090090-040
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 526 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 5
24 3
25 5
26 4
27 8
28 8
29 6
30 5
31 3
32 1
33 1
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 22 - 33 27 mph 30 mph 22 - 31 48 96% 0% / 0 4% / 2

SPEED PARAMETERS
Hashem Dr Bet Oakdale Rd & Sylvan Ave
City of Modesto
Southbound Spot Speeds
14:00-16:00
8/27/2025
Project #: 25-090090-040
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 527 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 22 1
23 6
24 6
25 14
26 12
27 17
28 13
29 12
30 9
31 6
32 2
33 1
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 20 - 33 27 mph 30 mph 23 - 32 97 97% 2% / 2 1% / 1

SPEED PARAMETERS
Hashem Dr Bet Oakdale Rd & Sylvan Ave
City of Modesto
Northbound & Southbound Spot Speeds
14:00-16:00
8/27/2025
Project #: 25-090090-040
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 528 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_040
NB SB EB WB Total
1,510 1,694 0 0 3,204

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 25 7 12:00 16 30 46 00:00 01:00 4 13 17
0:15 00 0 12:15 22 23 45 01:00 02:00 06 6
0:30 26 8 12:30 25 28 53 02:00 03:00 02 2
0:45 02 2 12:45 20 26 46 03:00 04:00 83 11
1:00 05 5 13:00 26 24 50 04:00 05:00 84 12
1:15 00 0 13:15 24 36 60 05:00 06:00 15 4 19
1:30 00 0 13:30 17 23 40 06:00 07:00 37 21 58
1:45 01 1 13:45 28 30 58 07:00 08:00 89 71 160
2:00 00 0 14:00 23 25 48 08:00 09:00 105 117 222
2:15 00 0 14:15 23 23 46 09:00 10:00 86 73 159
2:30 02 2 14:30 17 24 41 10:00 11:00 96 90 186
2:45 00 0 14:45 23 24 47 11:00 12:00 91 94 185
3:00 01 1 15:00 38 23 61 12:00 13:00 83 107 190
3:15 20 2 15:15 23 40 63 13:00 14:00 95 113 208
3:30 40 4 15:30 33 49 82 14:00 15:00 86 96 182
3:45 22 4 15:45 34 43 77 15:00 16:00 128 155 283
4:00 30 3 16:00 36 38 74 16:00 17:00 131 165 296
4:15 02 2 16:15 39 37 76 17:00 18:00 107 128 235
4:30 21 3 16:30 24 43 67 18:00 19:00 95 117 212
4:45 31 4 16:45 32 47 79 19:00 20:00 95 102 197
5:00 32 5 17:00 33 34 67 20:00 21:00 73 97 170
5:15 30 3 17:15 22 35 57 21:00 22:00 51 68 119
5:30 21 3 17:30 25 28 53 22:00 23:00 17 27 44
5:45 71 8 17:45 27 31 58 23:00 00:00 10 21 31
6:00 74 11 18:00 19 31 50
6:15 11 4 15 18:15 20 29 49 NB SB EB WB TOTAL
6:30 96 15 18:30 28 36 64 00:00 to 12:00
6:45 10 7 17 18:45 28 21 49 539 498 1037
7:00 17 11 28 19:00 37 25 62 7:45 7:45 7:45
7:15 22 14 36 19:15 22 27 49 117 129 246
7:30 15 14 29 19:30 19 20 39 0.791 0.787 0.918
7:45 35 32 67 19:45 17 30 47
8:00 37 24 61 20:00 21 26 47 12:00 to 00:00
8:15 18 41 59 20:15 17 25 42 971 1196 2167
8:30 27 32 59 20:30 15 19 34 15:30 15:15 15:30
8:45 23 20 43 20:45 20 27 47 142 170 309
9:00 19 17 36 21:00 13 17 30 0.910 0.867 0.942
9:15 20 13 33 21:15 17 19 36
9:30 20 20 40 21:30 16 17 33 07:00 to 09:00
9:45 27 23 50 21:45 5 15 20 194 188 382
10:00 23 16 39 22:00 3 10 13 7:45 7:45 7:45
10:15 23 31 54 22:15 43 7 117 129 246
10:30 22 22 44 22:30 57 12 0.791 0.787 0.918
10:45 28 21 49 22:45 57 12
11:00 22 22 44 23:00 24 6 16:00 to 18:00
11:15 18 23 41 23:15 66 12 238 293 531
11:30 21 23 44 23:30 26 8 16:00 16:00 16:00
11:45 30 26 56 23:45 05 5 131 165 296
TOTALS 539 498 0 0 1037 TOTALS 971 1196 0 0 2167 0.840 0.878 0.937 SPLIT % 52% 48% 0% 0% 32% SPLIT % 45% 55% 0% 0% 68%
Volume
Prepared by National Data & Surveying Services
VOLUME
Hashem Dr Bet Oakdale Rd & Sylvan Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120
140
160
180
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 529 -
Street: W Hatch Road
Limits: S Carpenter Road to Dallas Street
Direction: EB/WB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 45
# Speed Data Collected 100
85th Percentile (mph) 52
10 mph Pace 44 - 53
Percent in Pace 94%
Average Daily Traffic (ADT) 11,746
Length of Segment (mi.) 1.64
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 58
Accident Rate (Acc/MVM) 2.75
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, Recreational, and Service.

An undivided 2 to 3-lane minor arterial. Double yellow line, and raised pavement markers serves as median, concrete sidewalk is present intermittently on southerly side of the segment, No bicycle facilities are present . Intersections with Carpenter Road, Ustick Road and Dallas Street is controlled by signal, while all the others are stop controlled. Left turn pocket exist at intersection with Dallas Street, Boise Avenue, Ustick Road, Rancho Encantando Court, Monticello Lane and Carpenter Road. Right turn pocket exist at intersection with Dallas Street, Ustick Road, Rancho Encantando Court, Monticello Lane and Carpenter Road. Marked crosswalk is present at intersection with Ustick road and Dallas Street. On-street parking is available in few portions on northerly side along the segment. No school zone is present. A horizontal curve is present along the segment. Low driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 52 --> 50 §22358.6(b) - Lower the speed limit by 5-mph from the rounded speed limit if the speed limit was initially rounded down due to high collision rate as compared to statewide average collision rates: 50 --> 45 Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 45 Recommended Speed Limit: 45
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 530 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44 2
45 4
46 7
47 8
48 5
49 3
50 5
51 3
52 5
53 5
54 3
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 44 - 54 48 mph 53 mph 45 - 54 48 96% 4% / 2 0% / 0

SPEED PARAMETERS
W Hatch Rd Bet S Carpenter Rd & Dallas St
City of Modesto
Eastbound Spot Speeds
09:00-10:30
8/20/2025
Project #: 25-090090-041
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 531 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 1
44 3
45 8
46 3
47 7
48 5
49 3
50 5
51 5
52 3
53 5
54 2
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 43 - 54 48 mph 52 mph 44 - 53 47 94% 2% / 1 4% / 2

SPEED PARAMETERS
W Hatch Rd Bet S Carpenter Rd & Dallas St
City of Modesto
Westbound Spot Speeds
09:00-10:30
8/20/2025
Project #: 25-090090-041
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 532 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 1
44 5
45 12
46 10
47 15
48 10
49 6
50 10
51 8
52 8
53 10
54 5
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 43 - 54 48 mph 52 mph 44 - 53 94 94% 1% / 1 5% / 5

SPEED PARAMETERS
W Hatch Rd Bet S Carpenter Rd & Dallas St
City of Modesto
Eastbound & Westbound Spot Speeds
09:00-10:30
8/20/2025
Project #: 25-090090-041
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 533 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_041
NB SB EB WB Total
0 0 5,715 6,031 11,746

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 15 13 28 12:00 73 93 166 00:00 01:00 50 42 92
0:15 13 14 27 12:15 61 83 144 01:00 02:00 28 28 56
0:30 14 8 22 12:30 82 83 165 02:00 03:00 20 32 52
0:45 87 15 12:45 74 99 173 03:00 04:00 35 91 126
1:00 4 13 17 13:00 68 67 135 04:00 05:00 89 144 233
1:15 58 13 13:15 94 77 171 05:00 06:00 112 193 305
1:30 75 12 13:30 79 91 170 06:00 07:00 141 162 303
1:45 12 2 14 13:45 99 76 175 07:00 08:00 277 265 542
2:00 38 11 14:00 97 112 209 08:00 09:00 370 370 740
2:15 57 12 14:15 91 135 226 09:00 10:00 251 251 502
2:30 44 8 14:30 104 107 211 10:00 11:00 277 290 567
2:45 8 13 21 14:45 140 117 257 11:00 12:00 279 335 614
3:00 6 21 27 15:00 125 115 240 12:00 13:00 290 358 648
3:15 9 19 28 15:15 116 125 241 13:00 14:00 340 311 651
3:30 8 21 29 15:30 100 96 196 14:00 15:00 432 471 903
3:45 12 30 42 15:45 109 97 206 15:00 16:00 450 433 883
4:00 17 37 54 16:00 120 105 225 16:00 17:00 432 398 830 4:15 22 30 52 16:15 90 94 184 17:00 18:00 425 431 856
4:30 28 33 61 16:30 102 101 203 18:00 19:00 394 368 762 4:45 22 44 66 16:45 120 98 218 19:00 20:00 334 335 669
5:00 24 36 60 17:00 100 103 203 20:00 21:00 290 284 574 5:15 27 48 75 17:15 96 119 215 21:00 22:00 195 229 424
5:30 37 56 93 17:30 114 99 213 22:00 23:00 125 129 254
5:45 24 53 77 17:45 115 110 225 23:00 00:00 79 81 160
6:00 30 35 65 18:00 127 90 217
6:15 30 38 68 18:15 89 108 197 NB SB EB WB TOTAL
6:30 44 48 92 18:30 85 87 172 00:00 to 12:00
6:45 37 41 78 18:45 93 83 176 1929 2203 4132
7:00 39 45 84 19:00 87 80 167 7:45 7:45 7:45
7:15 74 56 130 19:15 89 78 167 377 376 753
7:30 81 66 147 19:30 77 88 165 0.806 0.959 0.914
7:45 83 98 181 19:45 81 89 170
8:00 81 95 176 20:00 80 70 150 12:00 to 00:00
8:15 96 94 190 20:15 66 83 149 3786 3828 7614
8:30 117 89 206 20:30 75 65 140 14:30 14:15 14:30
8:45 76 92 168 20:45 69 66 135 485 474 949
9:00 67 68 135 21:00 53 68 121 0.866 0.878 0.923
9:15 56 58 114 21:15 55 63 118
9:30 64 58 122 21:30 44 60 104 07:00 to 09:00
9:45 64 67 131 21:45 43 38 81 647 635 1282
10:00 66 69 135 22:00 36 38 74 7:45 7:45 7:45
10:15 64 77 141 22:15 26 39 65 377 376 753
10:30 73 77 150 22:30 41 30 71 0.806 0.959 0.914
10:45 74 67 141 22:45 22 22 44
11:00 69 89 158 23:00 20 24 44 16:00 to 18:00
11:15 69 94 163 23:15 28 22 50 857 829 1686
11:30 81 81 162 23:30 19 21 40 16:00 17:00 17:00
11:45 60 71 131 23:45 12 14 26 432 431 856
TOTALS 0 0 1929 2203 4132 TOTALS 0 0 3786 3828 7614 0.900 0.905 0.951 SPLIT % 0% 0% 47% 53% 35% SPLIT % 0% 0% 50% 50% 65%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
W Hatch Rd Bet S Carpenter Rd & Dallas St
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
300
350
400
450
500
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 534 -
Street: Hillglen Avenue
Limits: La Force Drive to Roselle Avenue
Direction: EB/WB
Date/Location of Survey 08/28/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 100
85th Percentile (mph) 34
10 mph Pace 25 - 34
Percent in Pace 62%
Average Daily Traffic (ADT) 1,994
Length of Segment (mi.) 0.94
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 5
Accident Rate (Acc/MVM) 2.45
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, and Recreational.

An undivided 2-lane minor collector. Double yellow lines serves as only median between Cypress Bay Lane and McReynolds Avenue concrete sidewalk is present on both the sides of the segment, Class II bike lane is present on southerly side from Aria Way to Roselle Avenue. Intersections along the segment are either stop controlled or yield controlled except at intersection with Wood Sorrel Drive and La Force Drive which is a roundabout. Left turn pocket exist at intersection with Roselle Avenue. Marked crosswalk is present at intersection with Wood Sorrel Drive and La Force Drive. Yellow marked school crosswalk is present at intersection with Bear Cub Lane. On-street parking is available in portion along the segment. School zone is present. A horizontal curve is present on the west side along the segment. Low driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 34 --> 35 §22358.6(c) - Lower the speed limit by 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 35 --> 30
§22358.7 - Lower the speed limit by additional 5-mph due to presence of sidewalk/crosswalk, bike lane and recreational land use (ped-bike generator): 30 --> 25
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 535 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 1
21 1
22 2
23 2
24 4
25 5
26 6
27 2
28 4
29 2
30 3
31 2
32 3
33 1
34 5
35 1
36 3
37 38 1
39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 19 - 39 28 mph 34 mph 23 - 32 33 66% 10% / 5 24% / 12

SPEED PARAMETERS
Hillglen Ave Bet La Force Dr & Roselle Ave
City of Modesto
Eastbound Spot Speeds
09:15-11:15
8/28/2025
Project #: 25-090090-042
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 536 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 1
19 20 2
21 2
22 3
23 5
24 2
25 1
26 3
27 1
28 5
29 3
30 4
31 1
32 3
33 5
34 3
35 3
36 2
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 17 - 36 28 mph 34 mph 26 - 35 31 62% 34% / 17 4% / 2

SPEED PARAMETERS
Hillglen Ave Bet La Force Dr & Roselle Ave
City of Modesto
Westbound Spot Speeds
09:15-11:15
8/28/2025
Project #: 25-090090-042
0246
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 537 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 1
19 1
20 3
21 3
22 5
23 7
24 6
25 6
26 9
27 3
28 9
29 5
30 7
31 3
32 6
33 6
34 8
35 4
36 5
37 38 1
39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 17 - 39 28 mph 34 mph 25 - 34 62 62% 27% / 27 11% / 11

SPEED PARAMETERS
Hillglen Ave Bet La Force Dr & Roselle Ave
City of Modesto
Eastbound & Westbound Spot Speeds
09:15-11:15
8/28/2025
Project #: 25-090090-042
0 510
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 538 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_042
NB SB EB WB Total
0 0 895 1,099 1,994

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 31 4 12:00 5 12 17 00:00 01:00 74 11
0:15 20 2 12:15 88 16 01:00 02:00 53 8
0:30 11 2 12:30 10 8 18 02:00 03:00 41 5
0:45 12 3 12:45 96 15 03:00 04:00 21 3
1:00 21 3 13:00 8 12 20 04:00 05:00 21 3
1:15 02 2 13:15 9 11 20 05:00 06:00 46 10
1:30 20 2 13:30 15 9 24 06:00 07:00 8 23 31
1:45 10 1 13:45 11 7 18 07:00 08:00 90 114 204
2:00 11 2 14:00 11 6 17 08:00 09:00 86 222 308
2:15 00 0 14:15 15 20 35 09:00 10:00 34 30 64
2:30 10 1 14:30 14 32 46 10:00 11:00 23 37 60
2:45 20 2 14:45 12 30 42 11:00 12:00 32 37 69
3:00 11 2 15:00 11 33 44 12:00 13:00 32 34 66
3:15 10 1 15:15 83 24 107 13:00 14:00 43 39 82
3:30 00 0 15:30 19 30 49 14:00 15:00 52 88 140
3:45 00 0 15:45 22 28 50 15:00 16:00 135 115 250
4:00 10 1 16:00 7 19 26 16:00 17:00 58 63 121
4:15 00 0 16:15 17 17 34 17:00 18:00 71 66 137
4:30 00 0 16:30 15 17 32 18:00 19:00 60 53 113
4:45 11 2 16:45 19 10 29 19:00 20:00 50 61 111
5:00 10 1 17:00 12 11 23 20:00 21:00 54 51 105
5:15 11 2 17:15 16 11 27 21:00 22:00 20 20 40
5:30 00 0 17:30 18 21 39 22:00 23:00 16 16 32
5:45 25 7 17:45 25 23 48 23:00 00:00 7 14 21
6:00 03 3 18:00 14 15 29
6:15 2 11 13 18:15 15 8 23 NB SB EB WB TOTAL
6:30 44 8 18:30 15 19 34 00:00 to 12:00
6:45 25 7 18:45 16 11 27 297 479 776
7:00 7 10 17 19:00 4 15 19 7:30 7:30 7:30
7:15 15 20 35 19:15 14 10 24 135 277 412
7:30 39 24 63 19:30 21 21 42 0.865 0.653 0.710
7:45 29 60 89 19:45 11 15 26
8:00 39 106 145 20:00 5 11 16 12:00 to 00:00
8:15 28 87 115 20:15 29 33 62 598 620 1218
8:30 12 15 27 20:30 19 6 25 15:00 14:30 15:00
8:45 7 14 21 20:45 11 2 135 119 250
9:00 87 15 21:00 96 15 0.407 0.902 0.584
9:15 69 15 21:15 24 6
9:30 12 9 21 21:30 57 12 07:00 to 09:00
9:45 85 13 21:45 43 7 176 336 512
10:00 33 6 22:00 56 11 7:30 7:30 7:30
10:15 7 13 20 22:15 32 5 135 277 412
10:30 5 14 19 22:30 65 11 0.865 0.653 0.710
10:45 87 15 22:45 23 5
11:00 8 10 18 23:00 63 9 16:00 to 18:00
11:15 96 15 23:15 07 7 129 129 258
11:30 5 11 16 23:30 14 5 17:00 17:00 17:00
11:45 10 10 20 23:45 00 0 71 66 137
TOTALS 0 0 297 479 776 TOTALS 0 0 598 620 1218 0.710 0.717 0.714 SPLIT % 0% 0% 38% 62% 39% SPLIT % 0% 0% 49% 51% 61%
Volume
Prepared by National Data & Surveying Services
VOLUME
Hillglen Ave Bet La Force Dr & Roselle Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 539 -
Street: Jefferson Street
Limits: Linden Street to Paradise Road
Direction: NB/SB
Date/Location of Survey 08/13/2025
Posted Speed Limit (mph) 30
# Speed Data Collected 100
85th Percentile (mph) 29
10 mph Pace 22 - 31
Percent in Pace 100%
Average Daily Traffic (ADT) 1,384
Length of Segment (mi.) 0.70
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 24
Accident Rate (Acc/MVM) 22.73
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Service, Retail, Institutional, Residential and Recreational.

An undivided 2-lane minor collector. Double yellow lines serves as median, concrete sidewalk is present on both the sides of the segment, No bicycle facilities are present . Intersections along the segment are either stop or yield controlled. Standard marked crosswalk is present at intersection with Maze Boulevard. Yellow marked school crosswalk is present at intersection with Vine Street, Walnut Street, California Avenue and Paradise Road. On-street parking is available along the segment. School zone is present.

Medium driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 29 --> 30 §22358.6(c) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 30 --> 25
Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 30 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 540 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 8
24 3
25 13
26 8
27 12
28 3
29 3
30 31
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 23 - 29 26 mph 27 mph 20 - 29 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
S Jefferson St Bet Linden St & Paradise Rd
City of Modesto
Northbound Spot Speeds
14:35-16:00
8/13/2025
Project #: 25-090090-043
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 541 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 6
25 8
26 8
27 2
28 10
29 10
30 3
31 3
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 24 - 31 28 mph 29 mph 22 - 31 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
S Jefferson St Bet Linden St & Paradise Rd
City of Modesto
Southbound Spot Speeds
14:35-16:00
8/13/2025
Project #: 25-090090-043
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 542 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 8
24 9
25 21
26 16
27 14
28 13
29 13
30 3
31 3
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 23 - 31 26 mph 29 mph 22 - 31 100 100% 0% / 0 0% / 0

SPEED PARAMETERS
S Jefferson St Bet Linden St & Paradise Rd
City of Modesto
Northbound & Southbound Spot Speeds
14:35-16:00
8/13/2025
Project #: 25-090090-043
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 543 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_043
NB SB EB WB Total
550 834 0 0 1,384

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 11 2 12:00 3 10 13 00:00 01:00 45 9
0:15 12 3 12:15 88 16 01:00 02:00 38 11
0:30 11 2 12:30 5 13 18 02:00 03:00 22 4
0:45 11 2 12:45 7 11 18 03:00 04:00 75 12
1:00 13 4 13:00 15 6 04:00 05:00 13 3 16
1:15 02 2 13:15 89 17 05:00 06:00 24 12 36
1:30 12 3 13:30 7 10 17 06:00 07:00 14 11 25
1:45 11 2 13:45 10 12 22 07:00 08:00 37 55 92
2:00 11 2 14:00 10 5 15 08:00 09:00 60 79 139
2:15 01 1 14:15 9 13 22 09:00 10:00 21 47 68
2:30 00 0 14:30 9 12 21 10:00 11:00 24 35 59
2:45 10 1 14:45 11 17 28 11:00 12:00 32 32 64
3:00 31 4 15:00 7 24 31 12:00 13:00 23 42 65
3:15 12 3 15:15 7 32 39 13:00 14:00 26 36 62
3:30 20 2 15:30 30 31 61 14:00 15:00 39 47 86
3:45 12 3 15:45 22 15 37 15:00 16:00 66 102 168
4:00 00 0 16:00 6 15 21 16:00 17:00 30 69 99
4:15 20 2 16:15 9 18 27 17:00 18:00 27 64 91
4:30 41 5 16:30 10 15 25 18:00 19:00 19 45 64
4:45 72 9 16:45 5 21 26 19:00 20:00 31 37 68
5:00 51 6 17:00 4 15 19 20:00 21:00 25 44 69
5:15 63 9 17:15 8 17 25 21:00 22:00 13 30 43
5:30 10 2 12 17:30 6 14 20 22:00 23:00 9 12 21
5:45 36 9 17:45 9 18 27 23:00 00:00 1 12 13
6:00 13 4 18:00 7 15 22
6:15 70 7 18:15 6 12 18 NB SB EB WB TOTAL
6:30 01 1 18:30 28 10 00:00 to 12:00
6:45 67 13 18:45 4 10 14 241 294 535
7:00 5 12 17 19:00 9 19 28 7:45 7:45 7:45
7:15 7 15 22 19:15 77 14 67 83 150
7:30 8 10 18 19:30 77 14 0.838 0.769 0.833
7:45 17 18 35 19:45 84 12
8:00 20 22 42 20:00 3 11 14 12:00 to 00:00
8:15 18 27 45 20:15 10 12 22 309 540 849
8:30 12 16 28 20:30 69 15 15:30 14:45 15:00
8:45 10 14 24 20:45 6 12 18 67 104 168
9:00 3 15 18 21:00 5 10 15 0.558 0.813 0.689
9:15 98 17 21:15 27 9
9:30 4 15 19 21:30 49 13 07:00 to 09:00
9:45 59 14 21:45 24 6 97 134 231
10:00 5 12 17 22:00 25 7 7:45 7:45 7:45
10:15 64 10 22:15 24 6 67 83 150
10:30 99 18 22:30 41 5 0.838 0.769 0.833
10:45 4 10 14 22:45 12 3
11:00 9 11 20 23:00 05 5 16:00 to 18:00
11:15 89 17 23:15 13 4 57 133 190
11:30 66 12 23:30 01 1 16:00 16:00 16:00
11:45 96 15 23:45 03 3 30 69 99
TOTALS 241 294 0 0 535 TOTALS 309 540 0 0 849 0.750 0.821 0.917 SPLIT % 45% 55% 0% 0% 39% SPLIT % 36% 64% 0% 0% 61%
Volume
Prepared by National Data & Surveying Services
VOLUME
S Jefferson St Bet Linden St & Paradise Rd
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 544 -
72 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 545 -
Street: Kodiak Drive
Limits: La Force Drive to Fine Avenue
Direction: EB/WB
Date/Location of Survey 08/27/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 100
85th Percentile (mph) 35
10 mph Pace 27 - 36
Percent in Pace 78%
Average Daily Traffic (ADT) 3,063
Length of Segment (mi.) 1.68
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 7
Accident Rate (Acc/MVM) 1.24
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, Institutional, and Recreational.

An undivided 2-lane minor collector. Double yellow line serves as medians, however between La Force Drive and Bear Club Lane and between Millbrook Avenue and Fine Avenue lacks a median striping. concrete sidewalk is present intermittently on both the sides of the segment, Class II bike lane is present on both the sides of the segment from Bear Club Drive to Fine Avenue. Intersections along the segment are either stop controlled or yield controlled except at intersection with Roselle Drive, Temescal Drive, Lincoln Oak Drive, Orchard Park Way and La Force Drive which is a roundabout. Marked crosswalk is present at intersection with La Force Drive, Orchard Park Way, Roselle Avenue and Litt Road. Yellow marked school crosswalk is present at intersection with Lincoln Oak Drive, Bear Cub Lane and Temescal Drive, Millbrook Avenue, Alysheba Avenue, Typhoon Avenue and Fine Avenue. On-street parking is available in portion along the segment. School zone is present. A horizontal curve is present on the west side along the segment.

Low driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 35 --> 35 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, bike lane, retail land use and school (ped-bike generator): 35 --> 30
§22358.8 - Retain the currently adopted speed limit due to high collision rate as compared to statewide average collision rates and there is no addition of general purpose lanes: 30 --> 25 Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 546 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 2
26 1
27 3
28 6
29 6
30 3
31 6
32 4
33 3
34 6
35 3
36 2
37 2
38 1
39 1
40 41
42 1
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 25 - 42 31 mph 35 mph 27 - 36 42 84% 6% / 3 10% / 5

SPEED PARAMETERS
Kodiak Dr Bet La Force Dr & Fine Ave
City of Modesto
Eastbound Spot Speeds
11:10-12:10
8/27/2025
Project #: 25-090090-044
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 547 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 4
25 3
26 2
27 3
28 3
29 2
30 7
31 7
32 3
33 3
34 2
35 3
36 3
37 2
38 39 1
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 23 - 40 30 mph 35 mph 24 - 33 37 74% 2% / 1 24% / 12

SPEED PARAMETERS
Kodiak Dr Bet La Force Dr & Fine Ave
City of Modesto
Westbound Spot Speeds
11:10-12:10
8/27/2025
Project #: 25-090090-044
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 548 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 4
25 5
26 3
27 6
28 9
29 8
30 10
31 13
32 7
33 6
34 8
35 6
36 5
37 4
38 1
39 2
40 1
41 42 1
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 23 - 42 31 mph 35 mph 27 - 36 78 78% 13% / 13 9% / 9

SPEED PARAMETERS
Kodiak Dr Bet La Force Dr & Fine Ave
City of Modesto
Eastbound & Westbound Spot Speeds
11:10-12:10
8/27/2025
Project #: 25-090090-044
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 549 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_044
NB SB EB WB Total
0 0 1,578 1,485 3,063

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 23 5 12:00 5 13 18 00:00 01:00 10 4 14
0:15 40 4 12:15 14 16 30 01:00 02:00 53 8
0:30 20 2 12:30 11 11 22 02:00 03:00 22 4
0:45 21 3 12:45 18 9 27 03:00 04:00 16 7
1:00 31 4 13:00 11 11 22 04:00 05:00 3 10 13
1:15 11 2 13:15 15 18 33 05:00 06:00 5 17 22
1:30 00 0 13:30 14 16 30 06:00 07:00 25 51 76
1:45 11 2 13:45 31 14 45 07:00 08:00 222 190 412
2:00 11 2 14:00 44 9 53 08:00 09:00 177 216 393
2:15 00 0 14:15 60 18 78 09:00 10:00 45 57 102
2:30 11 2 14:30 34 84 118 10:00 11:00 48 41 89
2:45 00 0 14:45 22 42 64 11:00 12:00 65 63 128
3:00 02 2 15:00 39 25 64 12:00 13:00 48 49 97
3:15 11 2 15:15 55 11 66 13:00 14:00 71 59 130
3:30 01 1 15:30 76 63 139 14:00 15:00 160 153 313
3:45 02 2 15:45 39 71 110 15:00 16:00 209 170 379
4:00 01 1 16:00 23 29 52 16:00 17:00 98 105 203
4:15 11 2 16:15 26 15 41 17:00 18:00 113 92 205
4:30 14 5 16:30 22 28 50 18:00 19:00 82 57 139
4:45 14 5 16:45 27 33 60 19:00 20:00 71 51 122
5:00 24 6 17:00 26 20 46 20:00 21:00 62 41 103
5:15 21 3 17:15 31 17 48 21:00 22:00 32 34 66
5:30 03 3 17:30 29 29 58 22:00 23:00 10 8 18
5:45 19 10 17:45 27 26 53 23:00 00:00 14 6 20
6:00 55 10 18:00 27 18 45
6:15 39 12 18:15 19 14 33 NB SB EB WB TOTAL
6:30 7 16 23 18:30 18 10 28 00:00 to 12:00
6:45 10 21 31 18:45 18 15 33 608 660 1268
7:00 16 21 37 19:00 20 14 34 7:30 7:30 7:30
7:15 34 27 61 19:15 15 12 27 320 323 643
7:30 86 43 129 19:30 19 9 28 0.792 0.727 0.758
7:45 86 99 185 19:45 17 16 33
8:00 101 111 212 20:00 20 10 30 12:00 to 00:00
8:15 47 70 117 20:15 16 8 24 970 825 1795
8:30 15 20 35 20:30 12 14 26 15:00 15:30 15:00
8:45 14 15 29 20:45 14 9 23 209 178 379
9:00 12 17 29 21:00 11 11 22 0.688 0.627 0.682
9:15 12 14 26 21:15 10 7 17
9:30 10 12 22 21:30 68 14 07:00 to 09:00
9:45 11 14 25 21:45 58 13 399 406 805
10:00 11 10 21 22:00 42 6 7:30 7:30 7:30
10:15 10 13 23 22:15 24 6 320 323 643
10:30 13 10 23 22:30 12 3 0.792 0.727 0.758
10:45 14 8 22 22:45 30 3
11:00 12 16 28 23:00 43 7 16:00 to 18:00
11:15 18 13 31 23:15 52 7 211 197 408
11:30 20 23 43 23:30 40 4 16:45 16:00 16:45
11:45 15 11 26 23:45 11 2 113 105 212
TOTALS 0 0 608 660 1268 TOTALS 0 0 970 825 1795 0.911 0.795 0.883 SPLIT % 0% 0% 48% 52% 41% SPLIT % 0% 0% 54% 46% 59%
Volume
Prepared by National Data & Surveying Services
VOLUME
Kodiak Dr Bet La Force Dr & Fine Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 550 -
Street: Lillian Drive
Limits: E Orangeburg Avenue to Scenic Drive
Direction: NB/SB
Date/Location of Survey 08/26/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 100
85th Percentile (mph) 26
10 mph Pace 18 - 27
Percent in Pace 87%
Average Daily Traffic (ADT) 1,167
Length of Segment (mi.) 0.51
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 4
Accident Rate (Acc/MVM) 6.15
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Institutional, Recreational and Residential.

An undivided 2-lane minor collector. concrete sidewalk is present on both the sides of the segment, Class III bike route is present on the east side of the segment starting at Laramie Drive. Intersections along the segment are either stop or yield controlled. Left turn pocket exist at intersection with Scenic Drive. Marked crosswalk is present at intersection with Scenic Drive. Yellow marked school crosswalk is present at intersection with Kathy Avenue and Orangeburg Avenue. On-street parking is available along the segment.

School zone is present. A gentle horizontal curve is present along the segment. Low driveway density is present on easterly side and high driveway density on westerly side of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 26 --> 25 Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 551 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 2
18 4
19 7
20 6
21 3
22 6
23 6
24 5
25 3
26 2
27 4
28 2
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 17 - 28 22 mph 26 mph 18 - 27 46 92% 4% / 2 4% / 2

SPEED PARAMETERS
Lillian Dr Bet E Orangeburg Ave & Scenic Dr
City of Modesto
Northbound Spot Speeds
14:25-15:45
8/26/2025
Project #: 25-090090-045
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 552 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 1
17 2
18 3
19 4
20 4
21 9
22 3
23 5
24 3
25 3
26 6
27 1
28 2
29 2
30 1
31 1
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 16 - 31 22 mph 26 mph 17 - 26 42 84% 2% / 1 14% / 7

SPEED PARAMETERS
Lillian Dr Bet E Orangeburg Ave & Scenic Dr
City of Modesto
Southbound Spot Speeds
14:25-15:45
8/26/2025
Project #: 25-090090-045
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 553 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 1
17 4
18 7
19 11
20 10
21 12
22 9
23 11
24 8
25 6
26 8
27 5
28 4
29 2
30 1
31 1
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 16 - 31 22 mph 26 mph 18 - 27 87 87% 5% / 5 8% / 8

SPEED PARAMETERS
Lillian Dr Bet E Orangeburg Ave & Scenic Dr
City of Modesto
Northbound & Southbound Spot Speeds
14:25-15:45
8/26/2025
Project #: 25-090090-045
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 554 -
Day: Thursday City: Modesto
Date: Project #: CA25_090089_045
NB SB EB WB Total
664 503 0 0 1,167

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 00 0 12:00 6 11 17 00:00 01:00 13 4
0:15 01 1 12:15 81 9 01:00 02:00 21 3
0:30 10 1 12:30 42 6 02:00 03:00 06 6
0:45 02 2 12:45 76 13 03:00 04:00 12 3
1:00 00 0 13:00 49 13 04:00 05:00 48 12
1:15 00 0 13:15 54 9 05:00 06:00 38 11
1:30 00 0 13:30 15 0 15 06:00 07:00 11 13 24
1:45 21 3 13:45 22 7 29 07:00 08:00 103 61 164
2:00 02 2 14:00 24 23 47 08:00 09:00 62 43 105
2:15 01 1 14:15 11 6 17 09:00 10:00 23 24 47
2:30 01 1 14:30 17 11 28 10:00 11:00 23 22 45
2:45 02 2 14:45 11 9 20 11:00 12:00 36 19 55
3:00 00 0 15:00 10 9 19 12:00 13:00 25 20 45
3:15 01 1 15:15 19 9 28 13:00 14:00 46 20 66
3:30 01 1 15:30 11 6 17 14:00 15:00 63 49 112
3:45 10 1 15:45 14 11 25 15:00 16:00 54 35 89
4:00 00 0 16:00 12 9 21 16:00 17:00 48 35 83
4:15 11 2 16:15 13 5 18 17:00 18:00 42 49 91
4:30 12 3 16:30 11 11 22 18:00 19:00 44 22 66
4:45 25 7 16:45 12 10 22 19:00 20:00 20 17 37
5:00 01 1 17:00 13 21 34 20:00 21:00 24 15 39
5:15 01 1 17:15 14 13 27 21:00 22:00 18 19 37
5:30 32 5 17:30 10 7 17 22:00 23:00 6 10 16
5:45 04 4 17:45 58 13 23:00 00:00 52 7
6:00 42 6 18:00 16 9 25
6:15 04 4 18:15 86 14 NB SB EB WB TOTAL
6:30 52 7 18:30 16 1 17 00:00 to 12:00
6:45 25 7 18:45 46 10 269 210 479
7:00 78 15 19:00 83 11 7:15 7:30 7:15
7:15 15 14 29 19:15 24 6 133 74 205
7:30 34 19 53 19:30 44 8 0.707 0.925 0.765
7:45 47 20 67 19:45 66 12
8:00 37 19 56 20:00 64 10 12:00 to 00:00
8:15 13 16 29 20:15 95 14 395 293 688
8:30 55 10 20:30 45 9 13:45 16:30 13:45
8:45 73 10 20:45 51 6 74 55 121
9:00 77 14 21:00 52 7 0.771 0.655 0.644
9:15 78 15 21:15 54 9
9:30 67 13 21:30 58 13 07:00 to 09:00
9:45 32 5 21:45 35 8 165 104 269
10:00 67 13 22:00 53 8 7:15 7:30 7:15
10:15 64 10 22:15 04 4 133 74 205
10:30 42 6 22:30 11 2 0.707 0.925 0.765
10:45 79 16 22:45 02 2
11:00 10 4 14 23:00 10 1 16:00 to 18:00
11:15 85 13 23:15 31 4 90 84 174
11:30 10 5 15 23:30 11 2 16:30 16:30 16:30
11:45 85 13 23:45 00 0 50 55 105
TOTALS 269 210 0 0 479 TOTALS 395 293 0 0 688 0.893 0.655 0.772 SPLIT % 56% 44% 0% 0% 41% SPLIT % 57% 43% 0% 0% 59%
Volume
Prepared by National Data & Surveying Services
VOLUME
Lillian Dr Bet E Orangeburg Ave & Scenic Dr
8/14/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 555 -
Street: Lincoln Avenue
Limits: Dry Creek Drive to Yosemite Boulevard
Direction: NB/SB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 35
# Speed Data Collected 100
85th Percentile (mph) 44
10 mph Pace 33 - 42
Percent in Pace 70%
Average Daily Traffic (ADT) 3,301
Length of Segment (mi.) 0.75
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 26
Accident Rate (Acc/MVM) 9.61
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Service, Recreational and Residential.

An undivided 2-lane minor arterial. Double yellow lines, two way left-turn and raised median serves as median, concrete sidewalk is present on both the sides of the segment, No bicycle facilities are present . Intersection with Yosemite Boulevard is controlled by signal, while all the others are stop controlled. Left turn pocket exist at intersection with Yosemite Boulevard. Right turn pocket exist at intersection with Yosemite Boulevard and Dry Creek Drive. Standard marked crosswalk is present at intersection with Yosemite Boulevard. Yellow marked school crosswalk is present at intersection with Poppycatch Drive and Penny Lane. On-street parking is available on both side along the segment. School zone is present. Low driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 44 --> 45 §22358.6(c) - Lower the speed limit by 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 45 --> 40
§22358.7 - Lower the speed limit by additional 5-mph due to presence of sidewalk/crosswalk, and recreational land use (ped-bike generator): 40 --> 35
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 35 Recommended Speed Limit: 35
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 556 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 1
28 29 1
30 31 2
32 1
33 3
34 8
35 36 1
37 3
38 5
39 2
40 5
41 2
42 4
43 3
44 3
45 3
46 2
47 1
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 27 - 47 38 mph 44 mph 33 - 42 33 66% 10% / 5 24% / 12

SPEED PARAMETERS
Lincoln Ave Bet Dry Creek Dr & Yosemite Blvd/SR 132
City of Modesto
Northbound Spot Speeds
10:50-11:50
8/20/2025
Project #: 25-090090-046
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 557 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 1
28 29
30 1
31 32 2
33 2
34 4
35 7
36 4
37 5
38 7
39 40 4
41 42 4
43 2
44 3
45 46
47 2
48 1
49 1
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 27 - 49 37 mph 43 mph 33 - 42 37 74% 8% / 4 18% / 9

SPEED PARAMETERS
Lincoln Ave Bet Dry Creek Dr & Yosemite Blvd/SR 132
City of Modesto
Southbound Spot Speeds
10:50-11:50
8/20/2025
Project #: 25-090090-046
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 558 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 2
28 29 1
30 1
31 2
32 3
33 5
34 12
35 7
36 5
37 8
38 12
39 2
40 9
41 2
42 8
43 5
44 6
45 3
46 2
47 3
48 1
49 1
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 27 - 49 38 mph 44 mph 33 - 42 70 70% 9% / 9 21% / 21

SPEED PARAMETERS
Lincoln Ave Bet Dry Creek Dr & Yosemite Blvd/SR 132
City of Modesto
Northbound & Southbound Spot Speeds
10:50-11:50
8/20/2025
Project #: 25-090090-046
0 510 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 559 -
Day: Thursday City: Modesto
Date: Project #: CA25_090089_046
NB SB EB WB Total
1,629 1,672 0 0 3,301

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 94 13 12:00 22 25 47 00:00 01:00 23 12 35
0:15 42 6 12:15 22 22 44 01:00 02:00 10 11 21
0:30 51 6 12:30 19 16 35 02:00 03:00 11 12 23
0:45 55 10 12:45 25 10 35 03:00 04:00 11 30 41
1:00 52 7 13:00 16 24 40 04:00 05:00 16 48 64
1:15 04 4 13:15 19 24 43 05:00 06:00 23 56 79
1:30 42 6 13:30 14 23 37 06:00 07:00 43 76 119
1:45 13 4 13:45 26 21 47 07:00 08:00 67 134 201
2:00 63 9 14:00 28 36 64 08:00 09:00 82 107 189
2:15 12 3 14:15 37 30 67 09:00 10:00 69 70 139
2:30 23 5 14:30 24 40 64 10:00 11:00 76 68 144
2:45 24 6 14:45 28 27 55 11:00 12:00 80 70 150
3:00 17 8 15:00 28 16 44 12:00 13:00 88 73 161
3:15 38 11 15:15 26 27 53 13:00 14:00 75 92 167
3:30 45 9 15:30 25 33 58 14:00 15:00 117 133 250
3:45 3 10 13 15:45 38 34 72 15:00 16:00 117 110 227
4:00 3 14 17 16:00 30 37 67 16:00 17:00 144 107 251
4:15 68 14 16:15 41 16 57 17:00 18:00 121 102 223
4:30 2 16 18 16:30 32 22 54 18:00 19:00 120 89 209
4:45 5 10 15 16:45 41 32 73 19:00 20:00 94 83 177
5:00 2 16 18 17:00 25 17 42 20:00 21:00 89 73 162
5:15 5 11 16 17:15 35 34 69 21:00 22:00 73 52 125
5:30 8 20 28 17:30 29 29 58 22:00 23:00 45 36 81
5:45 89 17 17:45 32 22 54 23:00 00:00 35 28 63
6:00 5 14 19 18:00 29 32 61
6:15 12 15 27 18:15 25 21 46 NB SB EB WB TOTAL
6:30 12 20 32 18:30 35 15 50 00:00 to 12:00
6:45 14 27 41 18:45 31 21 52 511 694 1205
7:00 9 35 44 19:00 25 24 49 7:30 7:30 7:30
7:15 14 22 36 19:15 18 24 42 96 138 234
7:30 16 39 55 19:30 28 15 43 0.857 0.885 0.886
7:45 28 38 66 19:45 23 20 43
8:00 24 34 58 20:00 20 16 36 12:00 to 00:00
8:15 28 27 55 20:15 22 23 45 1118 978 2096
8:30 14 29 43 20:30 26 21 47 16:00 14:00 15:30
8:45 16 17 33 20:45 21 13 34 144 133 254
9:00 11 20 31 21:00 18 14 32 0.878 0.831 0.882
9:15 20 13 33 21:15 19 9 28
9:30 12 21 33 21:30 20 14 34 07:00 to 09:00
9:45 26 16 42 21:45 16 15 31 149 241 390
10:00 18 17 35 22:00 89 17 7:30 7:30 7:30
10:15 17 12 29 22:15 99 18 96 138 234
10:30 20 14 34 22:30 18 10 28 0.857 0.885 0.886
10:45 21 25 46 22:45 10 8 18
11:00 19 20 39 23:00 77 14 16:00 to 18:00
11:15 19 16 35 23:15 98 17 265 209 474
11:30 14 19 33 23:30 14 7 21 16:00 16:45 16:00
11:45 28 15 43 23:45 56 11 144 112 251
TOTALS 511 694 0 0 1205 TOTALS 1118 978 0 0 2096 0.878 0.824 0.860 SPLIT % 42% 58% 0% 0% 37% SPLIT % 53% 47% 0% 0% 63%
Volume
Prepared by National Data & Surveying Services
VOLUME
Lincoln Ave Bet Dry Creek Dr & Yosemite Blvd/SR 132
8/14/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120
140
160
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 560 -
Street: Lincoln Oak Drive
Limits: Kodiak Drive to Merle Avenue
Direction: NB/SB
Date/Location of Survey 08/27/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 100
85th Percentile (mph) 31
10 mph Pace 22 - 31
Percent in Pace 75%
Average Daily Traffic (ADT) 2,369
Length of Segment (mi.) 0.75
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 11
Accident Rate (Acc/MVM) 5.65
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Institutional, Residential and Recreational.

An undivided 2-lane minor collector. concrete sidewalk is present on both the sides of the segment, Class II bike lane is present on both the sides of the segment from Floyd Avenue to Kodiak Drive. Intersection with Floyd Avenue is controlled by signal, while all the others are stop or yield controlled except with the intersection with Kodiak Drive which is a roundabout. Left turn pocket exist at intersection with Floyd Avenue. Yellow marked school crosswalk is present at intersection with Kodiak Drive and Floyd Avenue. Onstreet parking is available along the segment. School zone is present. A gentle horizontal curve is present along the segment. High driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 31 --> 30 §22358.7 - Lower the speed limit by additional 5-mph from the rounded speed due to presence of sidewalk/crosswalk, bike lane, recreational land use and school (ped-bike generator): 30 --> 25 Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 561 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 1
19 2
20 21 6
22 4
23 2
24 7
25 3
26 1
27 1
28 2
29 4
30 2
31 9
32 2
33 34 1
35 1
36 37 2
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 18 - 37 25 mph 31 mph 22 - 31 35 70% 18% / 9 12% / 6

SPEED PARAMETERS
Lincoln Oak Dr Bet Kodiak Dr & Merle Ave
City of Modesto
Northbound Spot Speeds
12:45-14:00
8/27/2025
Project #: 25-090090-047
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 562 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14 1
15 16
17 18
19 1
20 21 3
22 8
23 7
24 4
25 4
26 2
27 2
28 5
29 3
30 1
31 4
32 33 1
34 35 2
36 1
37 38 1
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 14 - 38 25 mph 31 mph 22 - 31 40 80% 10% / 5 10% / 5

SPEED PARAMETERS
Lincoln Oak Dr Bet Kodiak Dr & Merle Ave
City of Modesto
Southbound Spot Speeds
12:45-14:00
8/27/2025
Project #: 25-090090-047
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 563 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14 1
15 16
17 18 1
19 3
20 21 9
22 12
23 9
24 11
25 7
26 3
27 3
28 7
29 7
30 3
31 13
32 2
33 1
34 1
35 3
36 1
37 2
38 1
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 14 - 38 25 mph 31 mph 22 - 31 75 75% 14% / 14 11% / 11

SPEED PARAMETERS
Lincoln Oak Dr Bet Kodiak Dr & Merle Ave
City of Modesto
Northbound & Southbound Spot Speeds
12:45-14:00
8/27/2025
Project #: 25-090090-047
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 564 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_047
NB SB EB WB Total
1,065 1,304 0 0 2,369

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 11 2 12:00 8 12 20 00:00 01:00 56 11
0:15 03 3 12:15 11 14 25 01:00 02:00 20 2
0:30 22 4 12:30 20 11 31 02:00 03:00 24 6
0:45 20 2 12:45 10 21 31 03:00 04:00 13 4
1:00 10 1 13:00 11 15 26 04:00 05:00 17 8
1:15 00 0 13:15 10 10 20 05:00 06:00 10 23 33
1:30 10 1 13:30 11 14 25 06:00 07:00 9 50 59
1:45 00 0 13:45 14 17 31 07:00 08:00 98 185 283
2:00 11 2 14:00 13 29 42 08:00 09:00 94 155 249
2:15 01 1 14:15 33 14 47 09:00 10:00 29 53 82
2:30 01 1 14:30 15 18 33 10:00 11:00 38 42 80
2:45 11 2 14:45 31 11 42 11:00 12:00 53 68 121
3:00 00 0 15:00 41 22 63 12:00 13:00 49 58 107
3:15 11 2 15:15 24 61 85 13:00 14:00 46 56 102
3:30 00 0 15:30 14 14 28 14:00 15:00 92 72 164
3:45 02 2 15:45 18 23 41 15:00 16:00 97 120 217
4:00 02 2 16:00 22 23 45 16:00 17:00 86 90 176
4:15 01 1 16:15 17 28 45 17:00 18:00 106 94 200
4:30 10 1 16:30 21 21 42 18:00 19:00 66 73 139
4:45 04 4 16:45 26 18 44 19:00 20:00 70 43 113
5:00 26 8 17:00 27 20 47 20:00 21:00 47 48 95
5:15 34 7 17:15 19 19 38 21:00 22:00 43 33 76
5:30 35 8 17:30 29 30 59 22:00 23:00 14 11 25
5:45 28 10 17:45 31 25 56 23:00 00:00 7 10 17
6:00 27 9 18:00 17 15 32
6:15 19 10 18:15 16 17 33 NB SB EB WB TOTAL
6:30 1 12 13 18:30 16 21 37 00:00 to 12:00
6:45 5 22 27 18:45 17 20 37 342 596 938
7:00 13 19 32 19:00 14 12 26 7:30 7:30 7:30
7:15 13 48 61 19:15 15 11 26 138 233 371
7:30 31 69 100 19:30 24 10 34 0.750 0.844 0.875
7:45 41 49 90 19:45 17 10 27
8:00 46 60 106 20:00 12 9 21 12:00 to 00:00
8:15 20 55 75 20:15 11 22 33 723 708 1431
8:30 18 27 45 20:30 13 8 21 14:15 15:15 14:30
8:45 10 13 23 20:45 11 9 20 120 121 223
9:00 7 12 19 21:00 11 13 24 0.732 0.496 0.656
9:15 56 11 21:15 15 8 23
9:30 7 17 24 21:30 10 8 18 07:00 to 09:00
9:45 10 18 28 21:45 74 11 192 340 532
10:00 97 16 22:00 55 10 7:30 7:30 7:30
10:15 12 12 24 22:15 32 5 138 233 371
10:30 10 10 20 22:30 31 4 0.750 0.844 0.875
10:45 7 13 20 22:45 33 6
11:00 10 23 33 23:00 31 4 16:00 to 18:00
11:15 12 7 19 23:15 15 6 192 184 376
11:30 14 17 31 23:30 22 4 17:00 17:00 17:00
11:45 17 21 38 23:45 12 3 106 94 200
TOTALS 342 596 0 0 938 TOTALS 723 708 0 0 1431 0.855 0.783 0.847 SPLIT % 36% 64% 0% 0% 40% SPLIT % 51% 49% 0% 0% 60%
Volume
Prepared by National Data & Surveying Services
VOLUME
Lincoln Oak Dr Bet Kodiak Dr & Merle Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120
140
160
180
200
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 565 -
Street: Litt Road
Limits: City Limit to Kodiak Drive
Direction: NB/SB
Date/Location of Survey 08/27/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 100
85th Percentile (mph) 37
10 mph Pace 28 - 37
Percent in Pace 80%
Average Daily Traffic (ADT) 2,932
Length of Segment (mi.) 0.89
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 9
Accident Rate (Acc/MVM) 3.15
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Recreational and Residential.

An undivided 2-lane minor collector. Double yellow lines serves as only median between City Limits and Sylvan Avenue. concrete sidewalk is present on both the sides of the segment, Class II bike lane is present on both the sides of the segment from Sylvan Avenue to City Limit and from Isabella Drive to Kodiak Drive. Intersections along the segment are stop controlled except with the intersection with Sylvan Avenue and parking lot driveway which is roundabout. Marked crosswalk is present at intersection with Hillglen Avenue, Isabella Drive, Sleepy Hollow Lane, Kodiak Drive, Sylvan Avenue and driveway. On-street parking is available in portion along the segment. No school zone is present. A gentle horizontal curve is present on north side along the segment. Low driveway density is present on easterly side and medium driveway density on westerly side of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 37 --> 35 §22358.6(b) - Lower the speed limit by 5-mph from the rounded speed limit if the speed limit was initially rounded down due to presence of vulnerable pedestrian groups including children, seniors and high collision rate as compared to statewide average collision rates: 35 --> 30
Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 30
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 566 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 3
26 2
27 28 4
29 3
30 5
31 3
32 5
33 4
34 4
35 3
36 4
37 3
38 2
39 1
40 2
41 42 1
43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 25 - 43 32 mph 37 mph 28 - 37 38 76% 10% / 5 14% / 7

SPEED PARAMETERS
Litt Rd Bet Sylvan Ave & Kodiak Dr
City of Modesto
Northbound Spot Speeds
12:15-13:25
8/27/2025
Project #: 25-090090-048
0246
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 567 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 23
24 25 1
26 27 2
28 3
29 7
30 6
31 2
32 3
33 6
34 2
35 5
36 6
37 2
38 39 1
40 1
41 42 1
43 44
45 46 1
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 21 - 46 32 mph 36 mph 27 - 36 42 84% 4% / 2 12% / 6

SPEED PARAMETERS
Litt Rd Bet Sylvan Ave & Kodiak Dr
City of Modesto
Southbound Spot Speeds
12:15-13:25
8/27/2025
Project #: 25-090090-048
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 568 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 23
24 25 4
26 2
27 2
28 7
29 10
30 11
31 5
32 8
33 10
34 6
35 8
36 10
37 5
38 2
39 2
40 3
41 42 2
43 1
44 45
46 1
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 21 - 46 32 mph 37 mph 28 - 37 80 80% 9% / 9 11% / 11

SPEED PARAMETERS
Litt Rd Bet Sylvan Ave & Kodiak Dr
City of Modesto
Northbound & Southbound Spot Speeds
12:15-13:25
8/27/2025
Project #: 25-090090-048
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 569 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_048
NB SB EB WB Total
1,657 1,275 0 0 2,932

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 18 9 12:00 11 9 20 00:00 01:00 7 14 21
0:15 12 3 12:15 16 9 25 01:00 02:00 24 6
0:30 43 7 12:30 10 6 16 02:00 03:00 73 10
0:45 11 2 12:45 15 15 30 03:00 04:00 11 1 12
1:00 02 2 13:00 19 13 32 04:00 05:00 18 3 21
1:15 00 0 13:15 16 18 34 05:00 06:00 28 9 37
1:30 12 3 13:30 14 21 35 06:00 07:00 69 10 79
1:45 10 1 13:45 21 32 53 07:00 08:00 244 90 334
2:00 11 2 14:00 9 28 37 08:00 09:00 208 88 296
2:15 10 1 14:15 22 30 52 09:00 10:00 72 34 106
2:30 20 2 14:30 46 19 65 10:00 11:00 62 43 105
2:45 32 5 14:45 28 15 43 11:00 12:00 65 54 119
3:00 21 3 15:00 42 19 61 12:00 13:00 52 39 91
3:15 40 4 15:15 54 15 69 13:00 14:00 70 84 154
3:30 20 2 15:30 94 59 153 14:00 15:00 105 92 197
3:45 30 3 15:45 32 50 82 15:00 16:00 222 143 365
4:00 23 5 16:00 19 36 55 16:00 17:00 89 108 197
4:15 40 4 16:15 23 24 47 17:00 18:00 102 126 228
4:30 60 6 16:30 22 20 42 18:00 19:00 80 89 169
4:45 60 6 16:45 25 28 53 19:00 20:00 46 72 118
5:00 40 4 17:00 22 29 51 20:00 21:00 51 82 133
5:15 63 9 17:15 27 42 69 21:00 22:00 27 44 71
5:30 82 10 17:30 34 28 62 22:00 23:00 11 28 39
5:45 10 4 14 17:45 19 27 46 23:00 00:00 9 15 24
6:00 12 2 14 18:00 25 30 55
6:15 20 0 20 18:15 19 23 42 NB SB EB WB TOTAL
6:30 18 2 20 18:30 19 15 34 00:00 to 12:00
6:45 19 6 25 18:45 17 21 38 793 353 1146
7:00 43 16 59 19:00 13 23 36 7:15 7:30 7:30
7:15 47 21 68 19:15 12 16 28 318 124 442
7:30 58 20 78 19:30 13 14 27 0.679 0.795 0.742
7:45 96 33 129 19:45 8 19 27
8:00 117 32 149 20:00 12 21 33 12:00 to 00:00
8:15 47 39 86 20:15 16 21 37 864 922 1786
8:30 22 8 30 20:30 8 15 23 15:00 15:30 15:00
8:45 22 9 31 20:45 15 25 40 222 169 365
9:00 18 13 31 21:00 59 14 0.590 0.716 0.596
9:15 20 11 31 21:15 8 10 18
9:30 15 5 20 21:30 7 13 20 07:00 to 09:00
9:45 19 5 24 21:45 7 12 19 452 178 630
10:00 23 8 31 22:00 34 7 7:15 7:30 7:30
10:15 10 11 21 22:15 4 11 15 318 124 442
10:30 18 10 28 22:30 14 5 0.679 0.795 0.742
10:45 11 14 25 22:45 39 12
11:00 18 12 30 23:00 14 5 16:00 to 18:00
11:15 20 15 35 23:15 55 10 191 234 425
11:30 17 10 27 23:30 34 7 16:45 16:45 16:45
11:45 10 17 27 23:45 02 2 108 127 235
TOTALS 793 353 0 0 1146 TOTALS 864 922 0 0 1786 0.794 0.756 0.851 SPLIT % 69% 31% 0% 0% 39% SPLIT % 48% 52% 0% 0% 61%
Volume
Prepared by National Data & Surveying Services
VOLUME
Litt Rd Bet Sylvan Ave & Kodiak Dr
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 570 -
77 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 571 -
Street: Mable Avenue
Limits: Coffee Road to Oakdale Road
Direction: EB/WB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 30
# Speed Data Collected 106
85th Percentile (mph) 36
10 mph Pace 27 - 36
Percent in Pace 86%
Average Daily Traffic (ADT) 4,071
Length of Segment (mi.) 0.99
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 12
Accident Rate (Acc/MVM) 2.73
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Service, Medical, Retail, Residential, Institutional, and Recreational.

Yellow marked school crosswalk is present at intersection with Northview Drive and Palmwood Drive. On-street parking is available in portion along the segment. School zone is present. High driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 36 --> 35 §22358.6(b) - Lower the speed limit by 5-mph from the rounded speed limit if the speed limit was initially rounded down due to residential density and presence of vulnerable pedestrian groups including children, seniors, persons with disabilities and high collision rate as compared to statewide average collision rates: 35 --> 30 Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 30 Recommended Speed Limit: 30
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 572 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 27 3
28 5
29 7
30 6
31 5
32 4
33 5
34 3
35 5
36 2
37 1
38 2
39 1
40 2
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 53 25 - 41 31 mph 36 mph 27 - 36 45 85% 1% / 1 14% / 7

SPEED PARAMETERS
1729 Mable Ave
City of Modesto
Eastbound Spot Speeds
13:00-14:30
8/20/2025
Project #: 25-090090-049
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 573 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 1
25 2
26 27 3
28 1
29 3
30 5
31 7
32 5
33 3
34 6
35 8
36 5
37 38 1
39 2
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 53 24 - 40 32 mph 36 mph 27 - 36 46 87% 5% / 3 8% / 4

SPEED PARAMETERS
1729 Mable Ave
City of Modesto
Westbound Spot Speeds
13:00-14:30
8/20/2025
Project #: 25-090090-049
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 574 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 1
25 3
26 27 6
28 6
29 10
30 11
31 12
32 9
33 8
34 9
35 13
36 7
37 1
38 3
39 3
40 3
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 106 24 - 41 32 mph 36 mph 27 - 36 91 86% 3% / 4 11% / 11

SPEED PARAMETERS
1729 Mable Ave
City of Modesto
Eastbound & Westbound Spot Speeds
13:00-14:30
8/20/2025
Project #: 25-090090-049
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 575 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_049
NB SB EB WB Total
0 0 2,186 1,885 4,071

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 12 3 12:00 31 22 53 00:00 01:00 16 12 28
0:15 65 11 12:15 28 29 57 01:00 02:00 6 10 16
0:30 53 8 12:30 37 31 68 02:00 03:00 33 6
0:45 42 6 12:45 34 24 58 03:00 04:00 12 3
1:00 43 7 13:00 27 24 51 04:00 05:00 13 23 36
1:15 03 3 13:15 20 24 44 05:00 06:00 14 36 50
1:30 24 6 13:30 31 28 59 06:00 07:00 32 68 100
1:45 00 0 13:45 28 25 53 07:00 08:00 186 208 394
2:00 00 0 14:00 30 32 62 08:00 09:00 193 219 412
2:15 20 2 14:15 47 32 79 09:00 10:00 81 96 177
2:30 11 2 14:30 73 27 100 10:00 11:00 108 98 206
2:45 02 2 14:45 45 24 69 11:00 12:00 116 91 207
3:00 01 1 15:00 44 28 72 12:00 13:00 130 106 236
3:15 01 1 15:15 54 36 90 13:00 14:00 106 101 207
3:30 00 0 15:30 63 55 118 14:00 15:00 195 115 310
3:45 10 1 15:45 61 45 106 15:00 16:00 222 164 386
4:00 34 7 16:00 64 37 101 16:00 17:00 214 138 352
4:15 08 8 16:15 45 36 81 17:00 18:00 189 121 310
4:30 43 7 16:30 46 33 79 18:00 19:00 123 93 216
4:45 68 14 16:45 59 32 91 19:00 20:00 78 63 141
5:00 26 8 17:00 52 28 80 20:00 21:00 83 53 136
5:15 3 10 13 17:15 50 34 84 21:00 22:00 46 33 79
5:30 18 9 17:30 53 33 86 22:00 23:00 22 20 42
5:45 8 12 20 17:45 34 26 60 23:00 00:00 9 12 21
6:00 58 13 18:00 29 19 48
6:15 83 11 18:15 32 23 55 NB SB EB WB TOTAL
6:30 11 26 37 18:30 42 22 64 00:00 to 12:00
6:45 8 31 39 18:45 20 29 49 769 866 1635
7:00 9 36 45 19:00 22 20 42 7:30 7:30 7:30
7:15 38 32 70 19:15 15 15 30 275 260 535
7:30 49 63 112 19:30 22 12 34 0.731 0.844 0.801
7:45 90 77 167 19:45 19 16 35
8:00 94 54 148 20:00 17 14 31 12:00 to 00:00
8:15 42 66 108 20:15 30 19 49 1417 1019 2436
8:30 32 60 92 20:30 22 8 30 15:15 15:15 15:15
8:45 25 39 64 20:45 14 12 26 242 173 415
9:00 16 20 36 21:00 13 10 23 0.945 0.786 0.879
9:15 18 27 45 21:15 13 7 20
9:30 20 27 47 21:30 12 8 20 07:00 to 09:00
9:45 27 22 49 21:45 88 16 379 427 806
10:00 18 25 43 22:00 77 14 7:30 7:30 7:30
10:15 29 19 48 22:15 64 10 275 260 535
10:30 36 30 66 22:30 65 11 0.731 0.844 0.801
10:45 25 24 49 22:45 34 7
11:00 29 23 52 23:00 55 10 16:00 to 18:00
11:15 34 19 53 23:15 20 2 403 259 662
11:30 33 28 61 23:30 15 6 16:00 16:00 16:00
11:45 20 21 41 23:45 12 3 214 138 352
TOTALS 0 0 769 866 1635 TOTALS 0 0 1417 1019 2436 0.836 0.932 0.871 SPLIT % 0% 0% 47% 53% 40% SPLIT % 0% 0% 58% 42% 60%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Mable Ave Bet Coffee Rd & Oakdale Rd
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 576 -
Street: Maid Mariane Lane
Limits: Sharon Avenue to Merle Avenue
Direction: NB/SB
Date/Location of Survey 08/28/2025
Posted Speed Limit (mph) Not posted
# Speed Data Collected 100
85th Percentile (mph) 33
10 mph Pace 25 - 34
Percent in Pace 79%
Average Daily Traffic (ADT) 2,139
Length of Segment (mi.) 0.25
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 3
Accident Rate (Acc/MVM) 5.19
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, Institutional and Recreational.

An undivided 2-lane minor collector. Double yellow lines serves as medians. concrete sidewalk is present on both the sides of the segment, Class II bike lane is present along the segment. Intersections along the segment are roundabout except the intersection with Saints Way which is stop and yield control. No left turn and right turn pockets are present along the segment. Yellow marked school crosswalk is present at intersection with Sharon Avenue, Saints Way and Merle Avenue. On-street parking is available in portion along the segment. School zone is present. Low driveway density is present on easterly side and high driveway density on westerly side of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 33 --> 35 §22358.6(c) - Lower the speed limit by 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 35 --> 30
§22358.7 - Lower the speed limit by additional 5-mph due to presence of sidewalk/crosswalk, bike lane, recreational land use, library, Church and school (ped-bike generator): 30 --> 25
Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: Not posted Recommended Speed Limit: 25 Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 577 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 3
23 3
24 2
25 3
26 5
27 4
28 4
29 7
30 2
31 4
32 5
33 2
34 5
35 1
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 22 - 35 29 mph 33 mph 25 - 34 41 82% 16% / 8 2% / 1

SPEED PARAMETERS
Maid Mariane Ln Bet Sharon Ave & Merle Ave
City of Modesto
Northbound Spot Speeds
09:00-11:00
8/28/2025
Project #: 25-090090-050
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 578 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 22 2
23 2
24 3
25 7
26 6
27 2
28 3
29 3
30 4
31 2
32 6
33 3
34 2
35 1
36 1
37 38 1
39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 20 - 39 28 mph 33 mph 24 - 33 39 78% 10% / 5 12% / 6

SPEED PARAMETERS
Maid Mariane Ln Bet Sharon Ave & Merle Ave
City of Modesto
Southbound Spot Speeds
09:00-11:00
8/28/2025
Project #: 25-090090-050
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 579 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 22 5
23 5
24 5
25 10
26 11
27 6
28 7
29 10
30 6
31 6
32 11
33 5
34 7
35 2
36 1
37 38 1
39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 20 - 39 28 mph 33 mph 25 - 34 79 79% 16% / 16 5% / 5

SPEED PARAMETERS
Maid Mariane Ln Bet Sharon Ave & Merle Ave
City of Modesto
Northbound & Southbound Spot Speeds
09:00-11:00
8/28/2025
Project #: 25-090090-050
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 580 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_050
NB SB EB WB Total
1,111 1,028 0 0 2,139

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 10 1 12:00 3 10 13 00:00 01:00 43 7
0:15 21 3 12:15 12 14 26 01:00 02:00 22 4
0:30 00 0 12:30 4 10 14 02:00 03:00 02 2
0:45 12 3 12:45 9 10 19 03:00 04:00 22 4
1:00 01 1 13:00 11 10 21 04:00 05:00 00 0
1:15 11 2 13:15 13 10 23 05:00 06:00 75 12
1:30 00 0 13:30 13 10 23 06:00 07:00 47 46 93
1:45 10 1 13:45 15 11 26 07:00 08:00 335 224 559
2:00 00 0 14:00 18 21 39 08:00 09:00 45 48 93
2:15 01 1 14:15 18 63 81 09:00 10:00 22 22 44
2:30 01 1 14:30 11 64 75 10:00 11:00 22 24 46
2:45 00 0 14:45 121 53 174 11:00 12:00 32 26 58
3:00 10 1 15:00 34 17 51 12:00 13:00 28 44 72
3:15 00 0 15:15 20 6 26 13:00 14:00 52 41 93
3:30 11 2 15:30 15 15 30 14:00 15:00 168 201 369
3:45 01 1 15:45 28 26 54 15:00 16:00 97 64 161
4:00 00 0 16:00 18 17 35 16:00 17:00 72 71 143
4:15 00 0 16:15 12 17 29 17:00 18:00 59 55 114
4:30 00 0 16:30 22 16 38 18:00 19:00 41 43 84
4:45 00 0 16:45 20 21 41 19:00 20:00 35 38 73
5:00 21 3 17:00 8 11 19 20:00 21:00 18 36 54
5:15 01 1 17:15 9 13 22 21:00 22:00 14 15 29
5:30 31 4 17:30 32 19 51 22:00 23:00 7 12 19
5:45 22 4 17:45 10 12 22 23:00 00:00 24 6
6:00 21 3 18:00 17 17 34
6:15 52 7 18:15 17 8 25 NB SB EB WB TOTAL
6:30 4 11 15 18:30 39 12 00:00 to 12:00
6:45 36 32 68 18:45 49 13 518 404 922
7:00 14 10 24 19:00 87 15 7:15 7:15 7:15
7:15 45 45 90 19:15 67 13 345 237 582
7:30 129 102 231 19:30 12 11 23 0.587 0.581 0.630
7:45 147 67 214 19:45 9 13 22
8:00 24 23 47 20:00 4 10 14 12:00 to 00:00
8:15 58 13 20:15 59 14 593 624 1217
8:30 69 15 20:30 5 12 17 14:45 14:00 14:15
8:45 10 8 18 20:45 45 9 190 201 381
9:00 95 14 21:00 32 5 0.393 0.785 0.547
9:15 34 7 21:15 24 6
9:30 56 11 21:30 54 9 07:00 to 09:00
9:45 57 12 21:45 45 9 380 272 652
10:00 65 11 22:00 42 6 7:15 7:15 7:15
10:15 46 10 22:15 15 6 345 237 582
10:30 27 9 22:30 04 4 0.587 0.581 0.630
10:45 10 6 16 22:45 21 3
11:00 10 7 17 23:00 12 3 16:00 to 18:00
11:15 63 9 23:15 02 2 131 126 257
11:30 97 16 23:30 10 1 16:00 16:00 16:00
11:45 79 16 23:45 00 0 72 71 143
TOTALS 518 404 0 0 922 TOTALS 593 624 0 0 1217 0.818 0.845 0.872 SPLIT % 56% 44% 0% 0% 43% SPLIT % 49% 51% 0% 0% 57%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Maid Mariane Ln Bet Sharon Ave & Merle Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
300
350
400
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 581 -
79 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 582 -
Street: Manor Oak Drive
Limits: Oakdale Road to Lincoln Oak Drive
Direction: EB/WB
Date/Location of Survey 08/28/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 100
85th Percentile (mph) 33
10 mph Pace 24 - 33
Percent in Pace 72%
Average Daily Traffic (ADT) 1,568
Length of Segment (mi.) 0.53
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 7
Accident Rate (Acc/MVM) 7.74
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, Service and Recreational.

An undivided 2-lane minor collector. Double Yellow lines serves as only median from Oakldale Road to Norik Drive. concrete sidewalk is present on both the sides of the segment, No bicycle facilities are present . Intersection with Oakdale Road is controlled by signal, while all the others are stop or yield controlled. Left turn pocket exist at intersection with Oakdale Road. Marked crosswalk is present at intersection with Oakdale Road. On-street parking is available in portion along the segment. No school zone is present.

A gentle horizontal curve is present along the segment. High driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 33--> 35 §22358.6(c) - Lower the speed limit by 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 35 --> 30
§22358.7 - Lower the speed limit by additional 5-mph due to presence of sidewalk/crosswalk, and recreational land use (ped-bike generator): 30 --> 25
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 583 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 2
21 2
22 3
23 24 2
25 1
26 3
27 3
28 5
29 3
30 7
31 2
32 3
33 6
34 2
35 1
36 1
37 2
38 1
39 40
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 20 - 41 30 mph 34 mph 24 - 33 35 70% 14% / 7 16% / 8

SPEED PARAMETERS
Manor Oak Dr Bet Oakdale Rd & Lincoln Oak Dr
City of Modesto
Eastbound Spot Speeds
09:00-10:25
8/28/2025
Project #: 25-090090-051
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 584 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 1
19 2
20 3
21 1
22 23 1
24 3
25 2
26 3
27 5
28 3
29 7
30 3
31 6
32 1
33 4
34 1
35 2
36 37 1
38 39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 18 - 39 29 mph 33 mph 24 - 33 37 74% 16% / 8 10% / 5

SPEED PARAMETERS
Manor Oak Dr Bet Oakdale Rd & Lincoln Oak Dr
City of Modesto
Westbound Spot Speeds
09:00-10:25
8/28/2025
Project #: 25-090090-051
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 585 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 1
19 2
20 5
21 3
22 3
23 1
24 5
25 3
26 6
27 8
28 8
29 10
30 10
31 8
32 4
33 10
34 3
35 3
36 1
37 3
38 1
39 1
40 41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 18 - 41 29 mph 33 mph 24 - 33 72 72% 15% / 15 13% / 13

SPEED PARAMETERS
Manor Oak Dr Bet Oakdale Rd & Lincoln Oak Dr
City of Modesto
Eastbound & Westbound Spot Speeds
09:00-10:25
8/28/2025
Project #: 25-090090-051
0 510 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 586 -
Day: Thursday City: Modesto
Date: Project #: CA25_090089_051
NB SB EB WB Total
0 0 847 721 1,568

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 10 1 12:00 14 10 24 00:00 01:00 72 9
0:15 20 2 12:15 11 8 19 01:00 02:00 61 7
0:30 11 2 12:30 10 13 23 02:00 03:00 11 2
0:45 31 4 12:45 13 11 24 03:00 04:00 12 3
1:00 30 3 13:00 11 12 23 04:00 05:00 22 4
1:15 00 0 13:15 11 12 23 05:00 06:00 5 14 19
1:30 11 2 13:30 36 7 43 06:00 07:00 12 18 30
1:45 20 2 13:45 15 7 22 07:00 08:00 63 120 183
2:00 00 0 14:00 13 13 26 08:00 09:00 39 57 96
2:15 10 1 14:15 15 9 24 09:00 10:00 22 30 52
2:30 01 1 14:30 13 12 25 10:00 11:00 47 28 75
2:45 00 0 14:45 17 15 32 11:00 12:00 25 29 54
3:00 10 1 15:00 22 18 40 12:00 13:00 48 42 90
3:15 01 1 15:15 17 11 28 13:00 14:00 73 38 111
3:30 01 1 15:30 16 9 25 14:00 15:00 58 49 107
3:45 00 0 15:45 16 11 27 15:00 16:00 71 49 120
4:00 20 2 16:00 18 12 30 16:00 17:00 74 50 124
4:15 00 0 16:15 22 9 31 17:00 18:00 88 52 140
4:30 02 2 16:30 17 16 33 18:00 19:00 77 35 112
4:45 00 0 16:45 17 13 30 19:00 20:00 43 39 82
5:00 02 2 17:00 25 10 35 20:00 21:00 43 30 73
5:15 04 4 17:15 23 12 35 21:00 22:00 23 13 36
5:30 31 4 17:30 19 14 33 22:00 23:00 12 15 27
5:45 27 9 17:45 21 16 37 23:00 00:00 75 12
6:00 21 3 18:00 25 9 34
6:15 32 5 18:15 23 7 30 NB SB EB WB TOTAL
6:30 35 8 18:30 15 5 20 00:00 to 12:00
6:45 4 10 14 18:45 14 14 28 230 304 534
7:00 57 12 19:00 13 13 26 7:15 7:15 7:15
7:15 11 21 32 19:15 13 9 22 72 134 206
7:30 21 51 72 19:30 89 17 0.692 0.657 0.715
7:45 26 41 67 19:45 98 17
8:00 14 21 35 20:00 11 10 21 12:00 to 00:00
8:15 10 11 21 20:15 13 6 19 617 417 1034
8:30 7 13 20 20:30 7 12 19 17:00 14:30 17:00
8:45 8 12 20 20:45 12 2 14 88 56 140
9:00 58 13 21:00 71 8 0.880 0.778 0.946
9:15 78 15 21:15 66 12
9:30 67 13 21:30 42 6 07:00 to 09:00
9:45 47 11 21:45 64 10 102 177 279
10:00 19 6 25 22:00 45 9 7:15 7:15 7:15
10:15 88 16 22:15 26 8 72 134 206
10:30 12 7 19 22:30 43 7 0.692 0.657 0.715
10:45 87 15 22:45 21 3
11:00 76 13 23:00 23 5 16:00 to 18:00
11:15 59 14 23:15 00 0 162 102 264
11:30 85 13 23:30 21 3 17:00 17:00 17:00
11:45 59 14 23:45 31 4 88 52 140
TOTALS 0 0 230 304 534 TOTALS 0 0 617 417 1034 0.880 0.813 0.946 SPLIT % 0% 0% 43% 57% 34% SPLIT % 0% 0% 60% 40% 66%
Volume
Prepared by National Data & Surveying Services
VOLUME
Manor Oak Dr Bet Oakdale Rd & Lincoln Oak Dr
8/14/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120
140
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 587 -
Street: S Martin Luther King Drive
Limits: Maze Boulevard to Paradise Road
Direction: NB/SB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 30
# Speed Data Collected 100
85th Percentile (mph) 30
10 mph Pace 23 - 32
Percent in Pace 100%
Average Daily Traffic (ADT) 6,811
Length of Segment (mi.) 0.75
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 46
Accident Rate (Acc/MVM) 8.26
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Retail, Residential, Recreational, Institutional, and Service.

An undivided 2-lane minor collector. Raised pavement markers, and double yellow lines serves as median, concrete sidewalk is present on easterly side and intermittently on westerly side of the segment, No bicycle facilities are present . Intersection with Maze Boulevard and Paradise Road is controlled by signal, while all the others are stop controlled. Left turn pocket exist at intersection with Maze Boulevard and Paradise Road. Marked crosswalk is present at intersection with Paradise Road, Walnut Street and Vine Street. Yellow marked school crosswalk is present at intersection with California Avenue and Maze Boulevard. On-street parking is available along the segment. School zone is present. Low driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 30 --> 30 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, retail, recreational land use and Church (ped-bike generator): 30 --> 25
Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 30 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 588 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 3
25 5
26 3
27 5
28 10
29 3
30 12
31 7
32 2
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 24 - 32 28 mph 31 mph 23 - 32 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
S Martin Luther King Dr Bet Maze Blvd & Paradise Rd
City of Modesto
Northbound Spot Speeds
10:55-12:20
8/20/2025
Project #: 25-090090-052
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 589 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 13
26 7
27 5
28 7
29 8
30 7
31 3
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 25 - 31 27 mph 30 mph 22 - 31 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
S Martin Luther King Dr Bet Maze Blvd & Paradise Rd
City of Modesto
Southbound Spot Speeds
10:55-12:20
8/20/2025
Project #: 25-090090-052
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 590 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 3
25 18
26 10
27 10
28 17
29 11
30 19
31 10
32 2
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 24 - 32 28 mph 30 mph 23 - 32 100 100% 0% / 0 0% / 0

SPEED PARAMETERS
S Martin Luther King Dr Bet Maze Blvd & Paradise Rd
City of Modesto
Northbound & Southbound Spot Speeds
10:55-12:20
8/20/2025
Project #: 25-090090-052
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 591 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_052
NB SB EB WB Total
3,611 3,200 0 0 6,811

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 94 13 12:00 58 45 103 00:00 01:00 26 19 45
0:15 96 15 12:15 58 49 107 01:00 02:00 20 15 35
0:30 54 9 12:30 49 50 99 02:00 03:00 16 9 25
0:45 35 8 12:45 52 48 100 03:00 04:00 32 10 42
1:00 62 8 13:00 54 37 91 04:00 05:00 49 19 68
1:15 51 6 13:15 56 50 106 05:00 06:00 85 32 117
1:30 56 11 13:30 43 40 83 06:00 07:00 102 65 167
1:45 46 10 13:45 52 52 104 07:00 08:00 195 143 338
2:00 71 8 14:00 61 37 98 08:00 09:00 314 327 641
2:15 32 5 14:15 54 49 103 09:00 10:00 193 177 370
2:30 22 4 14:30 49 71 120 10:00 11:00 191 150 341
2:45 44 8 14:45 60 64 124 11:00 12:00 216 155 371
3:00 60 6 15:00 86 71 157 12:00 13:00 217 192 409
3:15 11 1 12 15:15 61 98 159 13:00 14:00 205 179 384
3:30 84 12 15:30 92 86 178 14:00 15:00 224 221 445
3:45 75 12 15:45 92 84 176 15:00 16:00 331 339 670
4:00 94 13 16:00 57 59 116 16:00 17:00 234 256 490
4:15 11 4 15 16:15 47 72 119 17:00 18:00 218 201 419
4:30 16 6 22 16:30 65 70 135 18:00 19:00 210 182 392
4:45 13 5 18 16:45 65 55 120 19:00 20:00 172 165 337
5:00 95 14 17:00 66 53 119 20:00 21:00 173 141 314
5:15 28 7 35 17:15 55 58 113 21:00 22:00 108 98 206
5:30 21 11 32 17:30 45 56 101 22:00 23:00 48 75 123
5:45 27 9 36 17:45 52 34 86 23:00 00:00 32 30 62
6:00 29 11 40 18:00 51 53 104
6:15 34 19 53 18:15 53 44 97 NB SB EB WB TOTAL
6:30 20 19 39 18:30 56 34 90 00:00 to 12:00
6:45 19 16 35 18:45 50 51 101 1439 1121 2560
7:00 30 20 50 19:00 50 38 88 8:00 8:00 8:00
7:15 45 29 74 19:15 42 36 78 314 327 641
7:30 59 32 91 19:30 36 47 83 0.844 0.771 0.890
7:45 61 62 123 19:45 44 44 88
8:00 68 81 149 20:00 57 45 102 12:00 to 00:00
8:15 74 106 180 20:15 41 33 74 2172 2079 4251
8:30 93 72 165 20:30 42 35 77 15:00 15:00 15:00
8:45 79 68 147 20:45 33 28 61 331 339 670
9:00 53 49 102 21:00 34 24 58 0.899 0.865 0.941
9:15 38 46 84 21:15 29 28 57
9:30 54 42 96 21:30 27 25 52 07:00 to 09:00
9:45 48 40 88 21:45 18 21 39 509 470 979
10:00 54 46 100 22:00 17 17 34 8:00 8:00 8:00
10:15 41 32 73 22:15 15 23 38 314 327 641
10:30 47 38 85 22:30 11 12 23 0.844 0.771 0.890
10:45 49 34 83 22:45 5 23 28
11:00 50 41 91 23:00 15 8 23 16:00 to 18:00
11:15 58 36 94 23:15 45 9 452 457 909
11:30 64 42 106 23:30 78 15 16:30 16:00 16:15
11:45 44 36 80 23:45 69 15 251 256 493
TOTALS 1439 1121 0 0 2560 TOTALS 2172 2079 0 0 4251 0.951 0.889 0.913 SPLIT % 56% 44% 0% 0% 38% SPLIT % 51% 49% 0% 0% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
S Martin Luther King Dr Bet Maze Blvd & Paradise Rd
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
400
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 592 -
81 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 593 -
Street: S Martin Luther King Drive
Limits: Maze Boulevard to Elm Avenue
Direction: NB/SB
Date/Location of Survey 08/13/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 86
85th Percentile (mph) 30
10 mph Pace 23 - 32
Percent in Pace 97%
Average Daily Traffic (ADT) 1,571
Length of Segment (mi.) 0.27
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 2
Accident Rate (Acc/MVM) 4.27
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential and Institutional.

An undivided 2-lane minor collector. Raised pavement markers serves as median, concrete sidewalk is present on both the sides of the segment, No bicycle facilities are present . Intersection with Maze Boulevard and Paradise Road is controlled by signal, while all the others are stop or yield controlled. Left turn pocket exist at intersection with Maze Boulevard. Right turn pocket exist at intersection with Maze Boulevard. Yellow marked school crosswalk is present at intersection with Locust Street and Maze Boulevard.

On-street parking is available along the segment. School zone is present. Low driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 30 --> 30 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, and school (ped-bike generator): 30 --> 25
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 594 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 4
24 5
25 7
26 4
27 7
28 4
29 8
30 3
31 2
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 45 22 - 31 27 mph 29 mph 22 - 31 45 100% 0% / 0 0% / 0

SPEED PARAMETERS
S Martin Luther King Dr Bet Maze Blvd & Elm Ave
City of Modesto
Northbound Spot Speeds
09:10-11:10
8/13/2025
Project #: 25-090090-053
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 595 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 3
27 10
28 8
29 4
30 7
31 4
32 3
33 2
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 41 26 - 33 28 mph 31 mph 24 - 33 41 100% 0% / 0 0% / 0

SPEED PARAMETERS
S Martin Luther King Dr Bet Maze Blvd & Elm Ave
City of Modesto
Southbound Spot Speeds
09:10-11:10
8/13/2025
Project #: 25-090090-053
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 596 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 4
24 5
25 7
26 7
27 17
28 12
29 12
30 10
31 6
32 3
33 2
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 86 22 - 33 28 mph 30 mph 23 - 32 83 97% 1% / 1 3% / 2

SPEED PARAMETERS
S Martin Luther King Dr Bet Maze Blvd & Elm Ave
City of Modesto
Northbound & Southbound Spot Speeds
09:10-11:10
8/13/2025
Project #: 25-090090-053
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 597 -
Day: Thursday City: Modesto
Date: Project #: CA25_090089_053
NB SB EB WB Total
793 778 0 0 1,571

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 00 0 12:00 13 11 24 00:00 01:00 91 10
0:15 61 7 12:15 13 10 23 01:00 02:00 31 4
0:30 30 3 12:30 12 15 27 02:00 03:00 30 3
0:45 00 0 12:45 10 10 20 03:00 04:00 36 9
1:00 10 1 13:00 10 13 23 04:00 05:00 74 11
1:15 00 0 13:15 21 12 33 05:00 06:00 6 13 19
1:30 00 0 13:30 8 20 28 06:00 07:00 30 13 43
1:45 21 3 13:45 13 19 32 07:00 08:00 59 46 105
2:00 00 0 14:00 16 16 32 08:00 09:00 76 75 151
2:15 10 1 14:15 12 15 27 09:00 10:00 37 40 77
2:30 10 1 14:30 16 20 36 10:00 11:00 32 34 66
2:45 10 1 14:45 15 19 34 11:00 12:00 38 44 82
3:00 01 1 15:00 16 24 40 12:00 13:00 48 46 94
3:15 12 3 15:15 16 30 46 13:00 14:00 52 64 116
3:30 02 2 15:30 31 18 49 14:00 15:00 59 70 129
3:45 21 3 15:45 17 13 30 15:00 16:00 80 85 165
4:00 10 1 16:00 15 20 35 16:00 17:00 52 58 110
4:15 20 2 16:15 7 14 21 17:00 18:00 54 50 104
4:30 21 3 16:30 14 16 30 18:00 19:00 43 42 85
4:45 23 5 16:45 16 8 24 19:00 20:00 39 27 66
5:00 01 1 17:00 18 17 35 20:00 21:00 19 23 42
5:15 14 5 17:15 99 18 21:00 22:00 25 18 43
5:30 04 4 17:30 16 15 31 22:00 23:00 14 12 26
5:45 54 9 17:45 11 9 20 23:00 00:00 56 11
6:00 11 2 18:00 14 15 29
6:15 82 10 18:15 12 12 24 NB SB EB WB TOTAL
6:30 10 4 14 18:30 9 10 19 00:00 to 12:00
6:45 11 6 17 18:45 85 13 303 277 580
7:00 72 9 19:00 16 7 23 7:45 7:30 7:45
7:15 20 12 32 19:15 97 16 82 85 166
7:30 12 11 23 19:30 67 13 0.891 0.787 0.830
7:45 20 21 41 19:45 86 14
8:00 23 27 50 20:00 45 9 12:00 to 00:00
8:15 20 26 46 20:15 45 9 490 501 991
8:30 19 10 29 20:30 68 14 15:00 14:30 14:45
8:45 14 12 26 20:45 55 10 80 93 169
9:00 88 16 21:00 43 7 0.645 0.775 0.862
9:15 14 12 26 21:15 10 5 15
9:30 8 15 23 21:30 34 7 07:00 to 09:00
9:45 75 12 21:45 86 14 135 121 256
10:00 75 12 22:00 43 7 7:45 7:30 7:45
10:15 12 11 23 22:15 43 7 82 85 166
10:30 5 10 15 22:30 54 9 0.891 0.787 0.830
10:45 88 16 22:45 12 3
11:00 66 12 23:00 23 5 16:00 to 18:00
11:15 12 6 18 23:15 11 2 106 108 214
11:30 8 22 30 23:30 11 2 16:45 16:00 16:00
11:45 12 10 22 23:45 11 2 59 58 110
TOTALS 303 277 0 0 580 TOTALS 490 501 0 0 991 0.819 0.725 0.786 SPLIT % 52% 48% 0% 0% 37% SPLIT % 49% 51% 0% 0% 63%
Volume
Prepared by National Data & Surveying Services
VOLUME
S Martin Luther King Dr Bet Maze Blvd & Elm Ave
8/14/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 10
20 30
40 50
60 70
80 90
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 598 -
Street: N McClure Road
Limits: Dry Creek Drive to Yosemite Boulevard
Direction: NB/SB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 30
# Speed Data Collected 100
85th Percentile (mph) 36
10 mph Pace 25 - 34
Percent in Pace 76%
Average Daily Traffic (ADT) 2,991
Length of Segment (mi.) 0.75
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 19
Accident Rate (Acc/MVM) 7.74
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Recreational, Residential, Institutional, Office, Retail, and Service.

An undivided 2-lane minor collector. concrete sidewalk is present continously on easterly side and intermittently on westerly side of the segment, No bicycle facilities are present . Intersection with Yosemite Boulevard is controlled by signal, while all the others are stop controlled. Left turn pocket and Right turn pocket exist at intersection with Yosemite Boulevard. Standard marked crosswalk is present at intersection with Yosemite Boulevard and Dry Week Drive. Yellow marked school crosswalk is present at intersection with Mechaly's Way and Penny Lane. On-street parking is available along the segment. School zone is present. High driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 36 --> 35 §22358.6(b) - Lower the speed limit by 5-mph from the rounded speed limit if the speed limit was initially rounded down due to residential density as there are more than 16 houses within a quarter mile on both sides and presence of vulnerable pedestrian groups including children, and high collision rate as compared to statewide average collision rates: 35 --> 30 §22358.7 - Lower the speed limit by additional 5-mph from the rounded speed due to presence of sidewalk/crosswalk, recreational, retail land use, school and employment center (ped-bike generator): 30 --> 25 Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 30 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 599 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 24
25 3
26 5
27 5
28 5
29 3
30 3
31 6
32 4
33 3
34 4
35 1
36 37 2
38 1
39 40 1
41 2
42 1
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 22 - 42 30 mph 35 mph 25 - 34 41 82% 2% / 1 16% / 8

SPEED PARAMETERS
N McClure Rd Bet Dry Creek Dr & Yosemite Blvd/SR 132
City of Modesto
Northbound Spot Speeds
13:40-14:30
8/20/2025
Project #: 25-090090-054
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 600 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 1
23 1
24 1
25 5
26 4
27 3
28 4
29 6
30 3
31 2
32 4
33 1
34 3
35 2
36 3
37 2
38 1
39 40 2
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 21 - 41 29 mph 36 mph 25 - 34 35 70% 8% / 4 22% / 11

SPEED PARAMETERS
N McClure Rd Bet Dry Creek Dr & Yosemite Blvd/SR 132
City of Modesto
Southbound Spot Speeds
13:40-14:30
8/20/2025
Project #: 25-090090-054
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 601 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 2
23 1
24 1
25 8
26 9
27 8
28 9
29 9
30 6
31 8
32 8
33 4
34 7
35 3
36 3
37 4
38 2
39 40 3
41 3
42 1
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 21 - 42 30 mph 36 mph 25 - 34 76 76% 5% / 5 19% / 19

SPEED PARAMETERS
N McClure Rd Bet Dry Creek Dr & Yosemite Blvd/SR 132
City of Modesto
Northbound & Southbound Spot Speeds
13:40-14:30
8/20/2025
Project #: 25-090090-054
0 510
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 602 -
Day: Thursday City: Modesto
Date: Project #: CA25_090089_054
NB SB EB WB Total
1,471 1,520 0 0 2,991

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 65 11 12:00 20 19 39 00:00 01:00 15 14 29
0:15 43 7 12:15 18 12 30 01:00 02:00 10 5 15
0:30 43 7 12:30 19 19 38 02:00 03:00 10 11 21
0:45 13 4 12:45 18 17 35 03:00 04:00 10 23 33
1:00 10 1 13:00 17 19 36 04:00 05:00 9 18 27
1:15 43 7 13:15 18 21 39 05:00 06:00 22 36 58
1:30 31 4 13:30 17 23 40 06:00 07:00 34 58 92
1:45 21 3 13:45 31 17 48 07:00 08:00 98 118 216
2:00 42 6 14:00 25 37 62 08:00 09:00 104 115 219
2:15 32 5 14:15 24 26 50 09:00 10:00 53 46 99
2:30 24 6 14:30 28 34 62 10:00 11:00 49 67 116
2:45 13 4 14:45 20 22 42 11:00 12:00 60 65 125
3:00 15 6 15:00 32 32 64 12:00 13:00 75 67 142
3:15 17 8 15:15 36 29 65 13:00 14:00 83 80 163
3:30 43 7 15:30 36 27 63 14:00 15:00 97 119 216
3:45 48 12 15:45 40 42 82 15:00 16:00 144 130 274
4:00 22 4 16:00 26 28 54 16:00 17:00 114 106 220
4:15 06 6 16:15 24 28 52 17:00 18:00 109 112 221
4:30 46 10 16:30 31 20 51 18:00 19:00 102 86 188
4:45 34 7 16:45 33 30 63 19:00 20:00 94 76 170
5:00 64 10 17:00 26 29 55 20:00 21:00 70 72 142
5:15 37 10 17:15 32 25 57 21:00 22:00 53 48 101
5:30 8 18 26 17:30 28 29 57 22:00 23:00 34 29 63
5:45 57 12 17:45 23 29 52 23:00 00:00 22 19 41
6:00 69 15 18:00 23 20 43
6:15 77 14 18:15 29 27 56 NB SB EB WB TOTAL
6:30 9 20 29 18:30 28 21 49 00:00 to 12:00
6:45 12 22 34 18:45 22 18 40 474 576 1050
7:00 10 19 29 19:00 23 20 43 7:30 7:30 7:30
7:15 24 20 44 19:15 22 19 41 137 152 289
7:30 24 40 64 19:30 25 27 52 0.835 0.950 0.915
7:45 40 39 79 19:45 24 10 34
8:00 41 35 76 20:00 24 15 39 12:00 to 00:00
8:15 32 38 70 20:15 23 20 43 997 944 1941
8:30 20 30 50 20:30 18 15 33 15:00 15:00 15:00
8:45 11 12 23 20:45 5 22 27 144 130 274
9:00 14 10 24 21:00 16 13 29 0.900 0.774 0.835
9:15 13 9 22 21:15 14 15 29
9:30 15 13 28 21:30 11 11 22 07:00 to 09:00
9:45 11 14 25 21:45 12 9 21 202 233 435
10:00 12 16 28 22:00 76 13 7:30 7:30 7:30
10:15 17 19 36 22:15 10 6 16 137 152 289
10:30 8 17 25 22:30 97 16 0.835 0.950 0.915
10:45 12 15 27 22:45 8 10 18
11:00 12 13 25 23:00 86 14 16:00 to 18:00
11:15 14 12 26 23:15 14 5 223 218 441
11:30 13 15 28 23:30 65 11 16:30 16:45 16:45
11:45 21 25 46 23:45 74 11 122 113 232
TOTALS 474 576 0 0 1050 TOTALS 997 944 0 0 1941 0.924 0.942 0.921 SPLIT % 45% 55% 0% 0% 35% SPLIT % 51% 49% 0% 0% 65%
Volume
Prepared by National Data & Surveying Services
VOLUME
N McClure Rd Bet Dry Creek Dr & Yosemite Blvd/SR 132
8/14/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120
140
160
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 603 -
83 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 604 -
Street: Merle Avenue
Limits: Oakdale Road to Roselle Avenue
Direction: EB/WB
Date/Location of Survey 08/28/2025
Posted Speed Limit (mph) 30
# Speed Data Collected 100
85th Percentile (mph) 32
10 mph Pace 25 - 34
Percent in Pace 94%
Average Daily Traffic (ADT) 5,036
Length of Segment (mi.) 0.98
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 17
Accident Rate (Acc/MVM) 3.13
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Institutional, Service, Retail, Residential, and Recreational An undivided 2-lane minor collector. Raised pavement markers serves as median, concrete sidewalk is present on both the sides of the segment, No bicycle facilities are present. Intersection with Oakdale Road and Roselle Avenue is controlled by signal, while all the others are stop controlled. Left turn pocket and Right turn pocket exist at intersection with Oakdale Road and Roselle Avenue. Leftright pocket exist at the intersection with Oakdale Road, Marked crosswalk is present at intersection with Oakdale Road and Roselle Avenue. Yellow marked school crosswalk is present at intersection with Wisdom Way and Bailey Drive. On-street parking is available along the segment. School zone is present. High driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 32 --> 30 Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 30 Recommended Speed Limit: 30
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 605 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 23
24 1
25 1
26 5
27 5
28 6
29 10
30 7
31 3
32 6
33 3
34 2
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 21 - 34 29 mph 32 mph 25 - 34 48 96% 4% / 2 0% / 0

SPEED PARAMETERS
Merle Ave Bet Oakdale Rd & Roselle Ave
City of Modesto
Eastbound Spot Speeds
13:10-13:50
8/28/2025
Project #: 25-090090-055
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 606 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 1
25 2
26 2
27 4
28 5
29 4
30 7
31 8
32 8
33 4
34 2
35 1
36 2
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 24 - 36 30 mph 33 mph 25 - 34 46 92% 2% / 1 6% / 3

SPEED PARAMETERS
Merle Ave Bet Oakdale Rd & Roselle Ave
City of Modesto
Westbound Spot Speeds
13:10-13:50
8/28/2025
Project #: 25-090090-055
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 607 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 23
24 2
25 3
26 7
27 9
28 11
29 14
30 14
31 11
32 14
33 7
34 4
35 1
36 2
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 21 - 36 30 mph 32 mph 25 - 34 94 94% 3% / 3 3% / 3

SPEED PARAMETERS
Merle Ave Bet Oakdale Rd & Roselle Ave
City of Modesto
Eastbound & Westbound Spot Speeds
13:10-13:50
8/28/2025
Project #: 25-090090-055
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 608 -
Day: Thursday City: Modesto
Date: Project #: CA25_090089_055
NB SB EB WB Total
0 0 2,610 2,426 5,036

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 62 8 12:00 31 22 53 00:00 01:00 18 10 28
0:15 43 7 12:15 28 36 64 01:00 02:00 95 14
0:30 44 8 12:30 36 30 66 02:00 03:00 25 7
0:45 41 5 12:45 44 31 75 03:00 04:00 7 11 18
1:00 22 4 13:00 36 51 87 04:00 05:00 12 27 39
1:15 41 5 13:15 37 39 76 05:00 06:00 23 39 62
1:30 20 2 13:30 69 34 103 06:00 07:00 56 85 141
1:45 12 3 13:45 49 29 78 07:00 08:00 255 251 506
2:00 00 0 14:00 34 37 71 08:00 09:00 120 147 267
2:15 03 3 14:15 48 41 89 09:00 10:00 104 121 225
2:30 01 1 14:30 71 26 97 10:00 11:00 111 118 229
2:45 21 3 14:45 51 76 127 11:00 12:00 142 107 249
3:00 34 7 15:00 45 60 105 12:00 13:00 139 119 258
3:15 11 2 15:15 44 58 102 13:00 14:00 191 153 344
3:30 24 6 15:30 47 46 93 14:00 15:00 204 180 384
3:45 12 3 15:45 54 51 105 15:00 16:00 190 215 405
4:00 16 7 16:00 59 53 112 16:00 17:00 233 187 420
4:15 35 8 16:15 57 39 96 17:00 18:00 214 229 443
4:30 38 11 16:30 53 49 102 18:00 19:00 193 132 325
4:45 58 13 16:45 64 46 110 19:00 20:00 156 94 250
5:00 19 10 17:00 52 59 111 20:00 21:00 106 80 186
5:15 85 13 17:15 69 67 136 21:00 22:00 58 48 106
5:30 4 10 14 17:30 62 59 121 22:00 23:00 33 38 71
5:45 10 15 25 17:45 31 44 75 23:00 00:00 34 25 59
6:00 16 12 28 18:00 45 43 88
6:15 9 16 25 18:15 49 19 68 NB SB EB WB TOTAL
6:30 7 23 30 18:30 53 37 90 00:00 to 12:00
6:45 24 34 58 18:45 46 33 79 859 926 1785
7:00 23 29 52 19:00 66 30 96 7:15 7:15 7:15
7:15 51 54 105 19:15 38 26 64 275 264 539
7:30 96 96 192 19:30 23 13 36 0.716 0.688 0.702
7:45 85 72 157 19:45 29 25 54
8:00 43 42 85 20:00 33 24 57 12:00 to 00:00
8:15 24 45 69 20:15 34 16 50 1751 1500 3251
8:30 27 34 61 20:30 21 17 38 16:45 14:45 16:45
8:45 26 26 52 20:45 18 23 41 247 240 478
9:00 26 27 53 21:00 22 14 36 0.895 0.789 0.879
9:15 21 24 45 21:15 13 15 28
9:30 26 26 52 21:30 10 11 21 07:00 to 09:00
9:45 31 44 75 21:45 13 8 21 375 398 773
10:00 32 26 58 22:00 14 8 22 7:15 7:15 7:15
10:15 27 27 54 22:15 5 17 22 275 264 539
10:30 28 33 61 22:30 94 13 0.716 0.688 0.702
10:45 24 32 56 22:45 59 14
11:00 46 32 78 23:00 12 7 19 16:00 to 18:00
11:15 32 21 53 23:15 73 10 447 416 863
11:30 31 23 54 23:30 58 13 16:45 16:45 16:45
11:45 33 31 64 23:45 10 7 17 247 231 478
TOTALS 0 0 859 926 1785 TOTALS 0 0 1751 1500 3251 0.895 0.862 0.879 SPLIT % 0% 0% 48% 52% 35% SPLIT % 0% 0% 54% 46% 65%
Volume
Prepared by National Data & Surveying Services
VOLUME
Merle Ave Bet Oakdale Rd & Roselle Ave
8/14/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 609 -
Street: Millbrook Avenue
Limits: Sylvan Avenue to Floyd Avenue
Direction: NB/SB
Date/Location of Survey 08/27/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 100
85th Percentile (mph) 36
10 mph Pace 28 - 37
Percent in Pace 86%
Average Daily Traffic (ADT) 2,931
Length of Segment (mi.) 0.80
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 16
Accident Rate (Acc/MVM) 6.22
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Institutional, and Residential.

An undivided 2-lane minor collector. Double yellow lines serves as median, concrete sidewalk is present intermittently on both westerly side and easterly side of the segment, Class II bike lane is present on both the sides of the segment. Intersection with Floyd Avenue is controlled by signal, while all the others are stop or yield controlled except with the intersection at Sylvan Avenue which is a roundabout. Left turn pocket and Right turn pocket exist at intersection with Floyd Avenue. Marked crosswalk is present at intersection with Floyd Avenue.Yellow marked school crosswalk is present at intersection with Kodiak Drive, Inverness Way and Sylvan Avenue. On-street parking is available in portion along the segment. School zone is present. A horizontal curve is present along the segment. Low driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 36 --> 35 §22358.6(b) - Lower the speed limit by 5-mph from the rounded speed limit if the speed limit was initially rounded down due to presence of vulnerable pedestrian groups including children, seniors, and high collision rate as compared to statewide average collision rates: 35 --> 30
§22358.7 - Lower the speed limit by 5-mph due to presence of sidewalk/crosswalk, bike lane and school (ped-bike generator): 30 --> 25 Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 610 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 1
27 3
28 3
29 4
30 7
31 1
32 7
33 6
34 3
35 5
36 2
37 2
38 3
39 40 1
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 25 - 41 32 mph 36 mph 27 - 36 41 82% 4% / 2 14% / 7

SPEED PARAMETERS
Millbrook Ave Bet Sylvan Ave & Floyd Ave
City of Modesto
Northbound Spot Speeds
14:15-14:45
8/27/2025
Project #: 25-090090-056
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 611 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 2
29 2
30 5
31 4
32 8
33 4
34 6
35 8
36 3
37 4
38 39 2
40 1
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 28 - 41 33 mph 37 mph 28 - 37 46 92% 0% / 0 8% / 4

SPEED PARAMETERS
Millbrook Ave Bet Sylvan Ave & Floyd Ave
City of Modesto
Southbound Spot Speeds
14:15-14:45
8/27/2025
Project #: 25-090090-056
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 612 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 1
27 3
28 5
29 6
30 12
31 5
32 15
33 10
34 9
35 13
36 5
37 6
38 3
39 2
40 2
41 2
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 25 - 41 33 mph 36 mph 28 - 37 86 86% 5% / 5 9% / 9

SPEED PARAMETERS
Millbrook Ave Bet Sylvan Ave & Floyd Ave
City of Modesto
Northbound & Southbound Spot Speeds
14:15-14:45
8/27/2025
Project #: 25-090090-056
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 613 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_056
NB SB EB WB Total
1,520 1,411 0 0 2,931

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 11 2 12:00 78 15 00:00 01:00 56 11
0:15 15 6 12:15 16 14 30 01:00 02:00 33 6
0:30 20 2 12:30 11 15 26 02:00 03:00 21 3
0:45 10 1 12:45 17 13 30 03:00 04:00 26 8
1:00 11 2 13:00 15 13 28 04:00 05:00 48 12
1:15 01 1 13:15 16 16 32 05:00 06:00 9 17 26
1:30 00 0 13:30 18 18 36 06:00 07:00 32 43 75
1:45 21 3 13:45 16 12 28 07:00 08:00 216 129 345
2:00 10 1 14:00 17 15 32 08:00 09:00 175 170 345
2:15 00 0 14:15 24 18 42 09:00 10:00 55 45 100
2:30 11 2 14:30 27 42 69 10:00 11:00 36 58 94
2:45 00 0 14:45 42 23 65 11:00 12:00 35 54 89
3:00 00 0 15:00 78 13 91 12:00 13:00 51 50 101
3:15 11 2 15:15 66 15 81 13:00 14:00 65 59 124
3:30 12 3 15:30 86 88 174 14:00 15:00 110 98 208
3:45 03 3 15:45 40 111 151 15:00 16:00 270 227 497
4:00 11 2 16:00 23 22 45 16:00 17:00 85 82 167
4:15 14 5 16:15 16 22 38 17:00 18:00 102 104 206
4:30 10 1 16:30 21 26 47 18:00 19:00 88 87 175
4:45 13 4 16:45 25 12 37 19:00 20:00 62 53 115
5:00 11 2 17:00 21 25 46 20:00 21:00 64 57 121
5:15 45 9 17:15 30 25 55 21:00 22:00 26 35 61
5:30 12 3 17:30 25 30 55 22:00 23:00 15 13 28
5:45 39 12 17:45 26 24 50 23:00 00:00 86 14
6:00 56 11 18:00 20 24 44
6:15 37 10 18:15 26 21 47 NB SB EB WB TOTAL
6:30 7 15 22 18:30 24 24 48 00:00 to 12:00
6:45 17 15 32 18:45 18 18 36 574 540 1114
7:00 30 18 48 19:00 18 14 32 7:30 7:30 7:30
7:15 40 37 77 19:15 13 12 25 285 211 496
7:30 53 34 87 19:30 15 8 23 0.735 0.694 0.717
7:45 93 40 133 19:45 16 19 35
8:00 97 76 173 20:00 14 15 29 12:00 to 00:00
8:15 42 61 103 20:15 16 10 26 946 871 1817
8:30 20 21 41 20:30 20 17 37 14:45 15:30 15:00
8:45 16 12 28 20:45 14 15 29 272 243 497
9:00 14 13 27 21:00 9 10 19 0.791 0.547 0.714
9:15 15 12 27 21:15 68 14
9:30 12 11 23 21:30 88 16 07:00 to 09:00
9:45 14 9 23 21:45 39 12 391 299 690
10:00 5 10 15 22:00 44 8 7:30 7:30 7:30
10:15 12 14 26 22:15 23 5 285 211 496
10:30 11 16 27 22:30 43 7 0.735 0.694 0.717
10:45 8 18 26 22:45 53 8
11:00 10 16 26 23:00 34 7 16:00 to 18:00
11:15 7 13 20 23:15 21 3 187 186 373
11:30 11 13 24 23:30 10 1 17:00 17:00 17:00
11:45 7 12 19 23:45 21 3 102 104 206
TOTALS 574 540 0 0 1114 TOTALS 946 871 0 0 1817 0.850 0.867 0.936 SPLIT % 52% 48% 0% 0% 38% SPLIT % 52% 48% 0% 0% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
Millbrook Ave Bet Sylvan Ave & Floyd Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 614 -
Street: E Morris Avenue
Limits: McHenry Avenue to Coffee Road
Direction: EB/WB
Date/Location of Survey 08/21/2025
Posted Speed Limit (mph) 30
# Speed Data Collected 100
85th Percentile (mph) 35
10 mph Pace 26 - 35
Percent in Pace 83%
Average Daily Traffic (ADT) 7,213
Length of Segment (mi.) 1.00
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 57
Accident Rate (Acc/MVM) 7.23
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Service, Retail, Residential, Office and Recreational.

An undivided 2-lane minor collector. Double yellow line and raised pavement markers serves as median, concrete sidewalk is present on both the sides of the segment, No bicycle facilities are present . Intersection with McHenry Avenue is controlled by signal, while all the others are stop controlled . Left turn pocket and Right turn pocket exist at intersection with McHenry Avenue and Coffee Road. Marked crosswalk is present at intersection with Coffee Road, Grantland Court, Auburn Street, Bodem Street, High Street, Johnson Street and McHenry Avenue. Yellow marked school crosswalk is present at intersection with El Vecino Avenue. On-street parking is available along the segment. School zone is present. Low driveway density is present on southerly side and medium driveway density on westerly side of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 35 --> 35 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, retail, recreational land use and employment centers (ped-bike generator): 35 --> 30 Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 30 Recommended Speed Limit: 30
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 615 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 1
25 1
26 2
27 28 2
29 4
30 6
31 6
32 4
33 7
34 5
35 3
36 3
37 1
38 1
39 40 2
41 1
42 43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 24 - 43 32 mph 36 mph 28 - 37 41 82% 8% / 4 10% / 5

SPEED PARAMETERS
E Morris Ave Bet McHenry Ave/SR 108 & Coffee Rd
City of Modesto
Eastbound Spot Speeds
10:15-11:00
8/21/2025
Project #: 25-090090-057
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 616 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 25 1
26 3
27 3
28 3
29 4
30 8
31 5
32 7
33 5
34 2
35 4
36 2
37 38 1
39 40
41 42 1
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 23 - 42 31 mph 35 mph 26 - 35 44 88% 4% / 2 8% / 4

SPEED PARAMETERS
E Morris Ave Bet McHenry Ave/SR 108 & Coffee Rd
City of Modesto
Westbound Spot Speeds
10:15-11:00
8/21/2025
Project #: 25-090090-057
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 617 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 1
25 2
26 5
27 3
28 5
29 8
30 14
31 11
32 11
33 12
34 7
35 7
36 5
37 1
38 2
39 40 2
41 1
42 1
43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 23 - 43 31 mph 35 mph 26 - 35 83 83% 4% / 4 13% / 13

SPEED PARAMETERS
E Morris Ave Bet McHenry Ave/SR 108 & Coffee Rd
City of Modesto
Eastbound & Westbound Spot Speeds
10:15-11:00
8/21/2025
Project #: 25-090090-057
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 618 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_057
NB SB EB WB Total
0 0 3,555 3,658 7,213

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 61 7 12:00 71 44 115 00:00 01:00 18 5 23
0:15 41 5 12:15 41 50 91 01:00 02:00 10 5 15
0:30 72 9 12:30 60 47 107 02:00 03:00 13 3 16
0:45 11 2 12:45 41 39 80 03:00 04:00 10 9 19
1:00 53 8 13:00 44 46 90 04:00 05:00 15 21 36
1:15 12 3 13:15 57 43 100 05:00 06:00 34 52 86
1:30 20 2 13:30 63 39 102 06:00 07:00 53 126 179
1:45 20 2 13:45 63 51 114 07:00 08:00 221 417 638
2:00 42 6 14:00 69 65 134 08:00 09:00 264 447 711
2:15 60 6 14:15 78 57 135 09:00 10:00 205 273 478
2:30 21 3 14:30 84 29 113 10:00 11:00 184 174 358
2:45 10 1 14:45 95 44 139 11:00 12:00 172 195 367
3:00 22 4 15:00 75 97 172 12:00 13:00 213 180 393
3:15 31 4 15:15 70 102 172 13:00 14:00 227 179 406
3:30 13 4 15:30 84 72 156 14:00 15:00 326 195 521
3:45 43 7 15:45 69 101 170 15:00 16:00 298 372 670
4:00 58 13 16:00 80 89 169 16:00 17:00 359 344 703
4:15 33 6 16:15 97 91 188 17:00 18:00 352 254 606
4:30 36 9 16:30 89 85 174 18:00 19:00 218 150 368
4:45 44 8 16:45 93 79 172 19:00 20:00 133 109 242
5:00 63 9 17:00 93 72 165 20:00 21:00 101 54 155
5:15 55 10 17:15 101 67 168 21:00 22:00 68 46 114
5:30 8 12 20 17:30 74 62 136 22:00 23:00 34 30 64
5:45 15 32 47 17:45 84 53 137 23:00 00:00 27 18 45
6:00 8 13 21 18:00 72 45 117
6:15 10 23 33 18:15 58 39 97 NB SB EB WB TOTAL
6:30 15 38 53 18:30 48 36 84 00:00 to 12:00
6:45 20 52 72 18:45 40 30 70 1199 1727 2926
7:00 38 66 104 19:00 43 33 76 7:30 7:15 7:30
7:15 43 120 163 19:15 37 34 71 297 453 744
7:30 64 118 182 19:30 31 23 54 0.917 0.944 0.979
7:45 76 113 189 19:45 22 19 41
8:00 81 102 183 20:00 33 9 42 12:00 to 00:00
8:15 76 114 190 20:15 26 21 47 2356 1931 4287
8:30 57 111 168 20:30 22 13 35 16:30 15:00 16:00
8:45 50 120 170 20:45 20 11 31 376 372 703
9:00 51 74 125 21:00 22 9 31 0.931 0.912 0.935
9:15 56 77 133 21:15 18 18 36
9:30 59 58 117 21:30 20 9 29 07:00 to 09:00
9:45 39 64 103 21:45 8 10 18 485 864 1349
10:00 42 32 74 22:00 13 10 23 7:30 7:15 7:30
10:15 48 49 97 22:15 10 6 16 297 453 744
10:30 44 46 90 22:30 6 10 16 0.917 0.944 0.979
10:45 50 47 97 22:45 54 9
11:00 46 40 86 23:00 12 4 16 16:00 to 18:00
11:15 46 47 93 23:15 56 11 711 598 1309
11:30 39 51 90 23:30 43 7 16:30 16:00 16:00
11:45 41 57 98 23:45 65 11 376 344 703
TOTALS 0 0 1199 1727 2926 TOTALS 0 0 2356 1931 4287 0.931 0.945 0.935 SPLIT % 0% 0% 41% 59% 41% SPLIT % 0% 0% 55% 45% 59%
Volume
Prepared by National Data & Surveying Services
VOLUME
E Morris Ave Bet McHenry Ave/SR 108 & Coffee Rd
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
400
450
500
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 619 -
Street: Morse Road
Limits: Blue Gum Avenue to Kansas Avenue
Direction: NB/SB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 40
# Speed Data Collected 100
85th Percentile (mph) 45
10 mph Pace 38 - 47
Percent in Pace 100%
Average Daily Traffic (ADT) 854
Length of Segment (mi.) 1.00
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 1
Accident Rate (Acc/MVM) 1.07
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential and Agricultural land.

An undivided 2-lane minor arterial. Double yellow lines serves as median, concrete sidewalk is present on easterly side of the segment, No bicycle facilities are present . Intersections along the segment are stop controlled. Right turn pocket exist at intersections with Woodland Avenue and Blue Gum Avenue. No Marked crosswalks are present throughout segment. On-street parking is not available along the segment. No school zone is present. Low driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 45 --> 45 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk (ped-bike generator): 45 --> 40 Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 40 Recommended Speed Limit: 40
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 620 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40 8
41 8
42 12
43 6
44 5
45 3
46 8
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 40 - 46 42 mph 46 mph 37 - 46 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
Morse Rd Bet Blue Gum Ave & Kansas Ave
City of Modesto
Northbound Spot Speeds
12:15-14:15
8/20/2025
Project #: 25-090090-058
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 621 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 5
40 3
41 13
42 3
43 8
44 8
45 3
46 5
47 2
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 39 - 47 43 mph 45 mph 38 - 47 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
Morse Rd Bet Blue Gum Ave & Kansas Ave
City of Modesto
Southbound Spot Speeds
12:15-14:15
8/20/2025
Project #: 25-090090-058
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 622 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 5
40 11
41 21
42 15
43 14
44 13
45 6
46 13
47 2
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 39 - 47 42 mph 45 mph 38 - 47 100 100% 0% / 0 0% / 0

SPEED PARAMETERS
Morse Rd Bet Blue Gum Ave & Kansas Ave
City of Modesto
Northbound & Southbound Spot Speeds
12:15-14:15
8/20/2025
Project #: 25-090090-058
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 623 -
Day: Thursday City: Modesto
Date: Project #: CA25_090089_058
NB SB EB WB Total
482 372 0 0 854

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 01 1 12:00 22 4 00:00 01:00 01 1
0:15 00 0 12:15 65 11 01:00 02:00 32 5
0:30 00 0 12:30 86 14 02:00 03:00 21 3
0:45 00 0 12:45 89 17 03:00 04:00 2 10 12
1:00 01 1 13:00 75 12 04:00 05:00 26 8
1:15 30 3 13:15 43 7 05:00 06:00 89 17
1:30 01 1 13:30 66 12 06:00 07:00 11 6 17
1:45 00 0 13:45 13 4 17 07:00 08:00 44 18 62
2:00 00 0 14:00 77 14 08:00 09:00 40 32 72
2:15 01 1 14:15 14 5 19 09:00 10:00 27 20 47
2:30 20 2 14:30 21 7 28 10:00 11:00 17 16 33
2:45 00 0 14:45 13 21 34 11:00 12:00 24 16 40
3:00 04 4 15:00 12 5 17 12:00 13:00 24 22 46
3:15 03 3 15:15 92 11 13:00 14:00 30 18 48
3:30 12 3 15:30 57 12 14:00 15:00 55 40 95
3:45 11 2 15:45 99 18 15:00 16:00 35 23 58
4:00 12 3 16:00 65 11 16:00 17:00 30 30 60
4:15 01 1 16:15 79 16 17:00 18:00 30 33 63
4:30 12 3 16:30 89 17 18:00 19:00 34 15 49
4:45 01 1 16:45 97 16 19:00 20:00 21 18 39
5:00 22 4 17:00 88 16 20:00 21:00 11 12 23
5:15 11 2 17:15 97 16 21:00 22:00 15 10 25
5:30 13 4 17:30 69 15 22:00 23:00 78 15
5:45 43 7 17:45 79 16 23:00 00:00 10 6 16
6:00 10 1 18:00 83 11
6:15 41 5 18:15 16 2 18 NB SB EB WB TOTAL
6:30 13 4 18:30 38 11 00:00 to 12:00
6:45 52 7 18:45 72 9 180 137 317
7:00 43 7 19:00 52 7 7:30 7:45 7:30
7:15 33 6 19:15 02 2 63 38 99
7:30 15 5 20 19:30 10 7 17 0.716 0.731 0.798
7:45 22 7 29 19:45 67 13
8:00 8 11 19 20:00 23 5 12:00 to 00:00
8:15 18 13 31 20:15 13 4 302 235 537
8:30 47 11 20:30 23 5 14:15 14:00 14:15
8:45 10 1 11 20:45 63 9 60 40 98
9:00 65 11 21:00 36 9 0.714 0.476 0.721
9:15 74 11 21:15 72 9
9:30 76 13 21:30 31 4 07:00 to 09:00
9:45 75 12 21:45 21 3 84 50 134
10:00 54 9 22:00 21 3 7:30 7:45 7:30
10:15 13 4 22:15 21 3 63 38 99
10:30 64 10 22:30 12 3 0.716 0.731 0.798
10:45 55 10 22:45 24 6
11:00 95 14 23:00 30 3 16:00 to 18:00
11:15 52 7 23:15 21 3 60 63 123
11:30 65 11 23:30 33 6 16:30 16:15 16:15
11:45 44 8 23:45 22 4 34 33 65
TOTALS 180 137 0 0 317 TOTALS 302 235 0 0 537 0.944 0.917 0.956 SPLIT % 57% 43% 0% 0% 37% SPLIT % 56% 44% 0% 0% 63%
Volume
Prepared by National Data & Surveying Services
VOLUME
Morse Rd Bet Blue Gum Ave & Kansas Ave
8/14/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 10
20 30
40 50
60 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 624 -
Street: Mt. Vernon Drive
Limits: Prescott Road to College Avenue
Direction: EB/WB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 30
# Speed Data Collected 132
85th Percentile (mph) 34
10 mph Pace 26 - 35
Percent in Pace 85%
Average Daily Traffic (ADT) 3,655
Length of Segment (mi.) 1.37
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 36
Accident Rate (Acc/MVM) 6.57
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Retail, Residential, Recreational and Institutional.

An undivided 2-lane minor collector. Double yellow line and raised pavement markers serves as median, concrete sidewalk is present on both the sides of the segment, Bike III route is present on both the sides of the segment. Intersection with Prescott Road and Tully Road is controlled by signal, while all the others are stop or yield controlled. Left turn pocket and Right turn pocket exist at intersection with Prescott Road and Tully road. Marked crosswalk is present at intersection with Prescott Road. Yellow marked school crosswalk is present at intersection with Janna Avenue, Debonaire Drive, Carver Road, Sharondell Drive, Cheryl Lane, Hemminger Way, Fay Avenue and Tully Road. On-street parking is available in portion along the segment. School zone is present. A horizontal curve is present along the segment. High driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 34 --> 35 §22358.6(c) - Lower the speed limit by 5mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 35 --> 30
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 30 Recommended Speed Limit: 30
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 625 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 2
23 24 1
25 26 5
27 3
28 4
29 6
30 7
31 5
32 7
33 10
34 7
35 4
36 1
37 4
38 39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 68 21 - 39 31 mph 34 mph 26 - 35 58 85% 5% / 4 9% / 6

SPEED PARAMETERS
Mt Vernon Dr Bet Prescott Rd & College Ave
City of Modesto
Eastbound Spot Speeds
10:48-11:42
8/20/2025
Project #: 25-090090-059
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 626 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 3
27 5
28 10
29 3
30 10
31 3
32 8
33 8
34 4
35 36 3
37 1
38 3
39 1
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 64 25 - 40 30 mph 34 mph 25 - 34 55 86% 0% / 0 15% / 9

SPEED PARAMETERS
Mt Vernon Dr Bet Prescott Rd & College Ave
City of Modesto
Westbound Spot Speeds
10:48-11:42
8/20/2025
Project #: 25-090090-059
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 627 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 2
23 24 1
25 1
26 8
27 8
28 14
29 9
30 17
31 8
32 15
33 18
34 11
35 4
36 4
37 5
38 3
39 2
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 132 21 - 40 31 mph 34 mph 26 - 35 112 85% 3% / 5 12% / 15

SPEED PARAMETERS
Mt Vernon Dr Bet Prescott Rd & College Ave
City of Modesto
Eastbound & Westbound Spot Speeds
10:48-11:42
8/20/2025
Project #: 25-090090-059
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 628 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_059
NB SB EB WB Total
0 0 1,949 1,706 3,655

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 39 12 12:00 31 22 53 00:00 01:00 9 19 28
0:15 27 9 12:15 28 15 43 01:00 02:00 12 9 21
0:30 13 4 12:30 37 13 50 02:00 03:00 64 10
0:45 30 3 12:45 28 13 41 03:00 04:00 73 10
1:00 51 6 13:00 33 24 57 04:00 05:00 5 10 15
1:15 35 8 13:15 18 23 41 05:00 06:00 26 11 37
1:30 33 6 13:30 34 27 61 06:00 07:00 35 25 60
1:45 10 1 13:45 22 28 50 07:00 08:00 107 128 235
2:00 11 2 14:00 22 40 62 08:00 09:00 214 161 375
2:15 11 2 14:15 36 49 85 09:00 10:00 68 65 133
2:30 21 3 14:30 68 25 93 10:00 11:00 99 93 192
2:45 21 3 14:45 49 42 91 11:00 12:00 98 93 191
3:00 21 3 15:00 54 34 88 12:00 13:00 124 63 187
3:15 31 4 15:15 54 34 88 13:00 14:00 107 102 209
3:30 11 2 15:30 47 54 101 14:00 15:00 175 156 331
3:45 10 1 15:45 28 47 75 15:00 16:00 183 169 352
4:00 00 0 16:00 30 46 76 16:00 17:00 136 136 272
4:15 02 2 16:15 46 30 76 17:00 18:00 136 129 265
4:30 04 4 16:30 26 36 62 18:00 19:00 105 96 201
4:45 54 9 16:45 34 24 58 19:00 20:00 108 64 172
5:00 12 3 17:00 26 35 61 20:00 21:00 82 74 156
5:15 83 11 17:15 46 30 76 21:00 22:00 58 47 105
5:30 82 10 17:30 35 31 66 22:00 23:00 28 27 55
5:45 94 13 17:45 29 33 62 23:00 00:00 21 22 43
6:00 92 11 18:00 33 21 54
6:15 45 9 18:15 25 32 57 NB SB EB WB TOTAL
6:30 10 8 18 18:30 23 22 45 00:00 to 12:00
6:45 12 10 22 18:45 24 21 45 686 621 1307
7:00 19 14 33 19:00 21 20 41 7:45 7:30 7:45
7:15 22 23 45 19:15 33 17 50 216 191 402
7:30 30 39 69 19:30 29 12 41 0.701 0.884 0.817
7:45 36 52 88 19:45 25 15 40
8:00 62 54 116 20:00 19 24 43 12:00 to 00:00
8:15 77 46 123 20:15 20 23 43 1263 1085 2348
8:30 41 34 75 20:30 26 13 39 14:30 15:15 14:45
8:45 34 27 61 20:45 17 14 31 225 181 368
9:00 24 16 40 21:00 15 10 25 0.827 0.838 0.911
9:15 15 25 40 21:15 13 14 27
9:30 15 13 28 21:30 15 12 27 07:00 to 09:00
9:45 14 11 25 21:45 15 11 26 321 289 610
10:00 30 16 46 22:00 76 13 7:45 7:30 7:45
10:15 23 18 41 22:15 12 12 24 216 191 402
10:30 21 20 41 22:30 54 9 0.701 0.884 0.817
10:45 25 39 64 22:45 45 9
11:00 32 26 58 23:00 34 7 16:00 to 18:00
11:15 19 22 41 23:15 96 15 272 265 537
11:30 19 23 42 23:30 77 14 16:45 16:00 16:00
11:45 28 22 50 23:45 25 7 141 136 272
TOTALS 0 0 686 621 1307 TOTALS 0 0 1263 1085 2348 0.766 0.739 0.895 SPLIT % 0% 0% 52% 48% 36% SPLIT % 0% 0% 54% 46% 64%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Mt Vernon Dr Bet Prescott Rd & College Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 629 -
Street: Neece Drive
Limits: Tuolumne Boulevard to Rouse Avenue
Direction: NB/SB
Date/Location of Survey 08/19/2025
Posted Speed Limit (mph) Not Posted
# Speed Data Collected 100
85th Percentile (mph) 41
10 mph Pace 34 - 43
Percent in Pace 100%
Average Daily Traffic (ADT) 6,949
Length of Segment (mi.) 0.52
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 8
Accident Rate (Acc/MVM) 2.01
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Recreational, and Residential.

An undivided 2-lane minor collector. Double yellow lines serves as median, concrete sidewalk is present intermittently on both the sides of the segment, No bicycle facilities are present . Intersections along the segment are stop controlled. Left turn pocket exist at intersection with Tuolumne Boulevard. Marked crosswalk is present at intersection with Tuolumne Boulevard and Fairway Drive. No school zone is present. A horizontal curve is present along the segment. Low driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 41 --> 40 §22358.6(b) - Lower the speed limit by 5-mph from the rounded speed limit if the speed limit was initially rounded down due to presence of vulnerable pedestrian groups including children and seniors, and high collision rate as compared to statewide average collision rates: 40 --> 35
§22358.7 - Lower the speed limit by additional 5-mph due to presence of sidewalk/crosswalk, and recreational land use (ped-bike generator): 35 --> 30
Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: Not Posted Recommended Speed Limit: 30 Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 630 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34 3
35 7
36 5
37 5
38 3
39 5
40 11
41 5
42 3
43 3
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 34 - 43 39 mph 41 mph 34 - 43 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
Neece Dr Bet Tuolumne Blvd & Rouse Ave
City of Modesto
Northbound Spot Speeds
09:00-11:00
8/19/2025
Project #: 25-090090-060
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 631 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 2
36 5
37 8
38 5
39 11
40 5
41 7
42 4
43 3
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 35 - 43 39 mph 41 mph 34 - 43 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
Neece Dr Bet Tuolumne Blvd & Rouse Ave
City of Modesto
Southbound Spot Speeds
09:00-11:00
8/19/2025
Project #: 25-090090-060
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 632 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34 3
35 9
36 10
37 13
38 8
39 16
40 16
41 12
42 7
43 6
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 34 - 43 39 mph 41 mph 34 - 43 100 100% 0% / 0 0% / 0

SPEED PARAMETERS
Neece Dr Bet Tuolumne Blvd & Rouse Ave
City of Modesto
Northbound & Southbound Spot Speeds
09:00-11:00
8/19/2025
Project #: 25-090090-060
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 633 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_060
NB SB EB WB Total
3,583 3,366 0 0 6,949

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 2 11 13 12:00 43 41 84 00:00 01:00 9 33 42
0:15 39 12 12:15 30 41 71 01:00 02:00 12 17 29
0:30 27 9 12:30 50 35 85 02:00 03:00 13 12 25
0:45 26 8 12:45 43 25 68 03:00 04:00 26 10 36
1:00 52 7 13:00 38 40 78 04:00 05:00 70 22 92
1:15 37 10 13:15 54 35 89 05:00 06:00 117 57 174
1:30 15 6 13:30 44 53 97 06:00 07:00 110 96 206
1:45 33 6 13:45 42 47 89 07:00 08:00 204 262 466
2:00 13 4 14:00 42 51 93 08:00 09:00 341 327 668
2:15 54 9 14:15 46 39 85 09:00 10:00 149 111 260
2:30 21 3 14:30 42 67 109 10:00 11:00 127 115 242
2:45 54 9 14:45 56 75 131 11:00 12:00 136 128 264
3:00 63 9 15:00 50 80 130 12:00 13:00 166 142 308
3:15 66 12 15:15 62 100 162 13:00 14:00 178 175 353
3:30 51 6 15:30 80 89 169 14:00 15:00 186 232 418
3:45 90 9 15:45 92 62 154 15:00 16:00 284 331 615
4:00 11 5 16 16:00 78 57 135 16:00 17:00 279 228 507
4:15 15 3 18 16:15 76 57 133 17:00 18:00 259 276 535
4:30 22 3 25 16:30 63 63 126 18:00 19:00 180 262 442
4:45 22 11 33 16:45 62 51 113 19:00 20:00 192 149 341
5:00 28 11 39 17:00 63 75 138 20:00 21:00 207 160 367
5:15 26 14 40 17:15 59 55 114 21:00 22:00 223 103 326
5:30 35 8 43 17:30 50 68 118 22:00 23:00 79 78 157
5:45 28 24 52 17:45 87 78 165 23:00 00:00 36 40 76
6:00 27 27 54 18:00 52 68 120
6:15 24 20 44 18:15 44 71 115 NB SB EB WB TOTAL
6:30 32 18 50 18:30 46 71 117 00:00 to 12:00
6:45 27 31 58 18:45 38 52 90 1314 1190 2504
7:00 33 33 66 19:00 40 41 81 7:45 7:30 7:30
7:15 48 55 103 19:15 57 29 86 359 434 786
7:30 61 75 136 19:30 43 36 79 0.780 0.705 0.733
7:45 62 99 161 19:45 52 43 95
8:00 114 154 268 20:00 49 37 86 12:00 to 00:00
8:15 115 106 221 20:15 55 51 106 2269 2176 4445
8:30 68 39 107 20:30 54 33 87 15:30 14:45 15:15
8:45 44 28 72 20:45 49 39 88 326 344 620
9:00 44 28 72 21:00 31 33 64 0.886 0.860 0.917
9:15 42 28 70 21:15 81 20 101
9:30 24 22 46 21:30 68 26 94 07:00 to 09:00
9:45 39 33 72 21:45 43 24 67 545 589 1134
10:00 29 29 58 22:00 24 27 51 7:45 7:30 7:30
10:15 28 21 49 22:15 24 21 45 359 434 786
10:30 36 33 69 22:30 11 12 23 0.780 0.705 0.733
10:45 34 32 66 22:45 20 18 38
11:00 36 24 60 23:00 11 13 24 16:00 to 18:00
11:15 38 32 70 23:15 9 11 20 538 504 1042
11:30 28 35 63 23:30 89 17 16:00 17:00 17:00
11:45 34 37 71 23:45 87 15 279 276 535
TOTALS 1314 1190 0 0 2504 TOTALS 2269 2176 0 0 4445 0.894 0.885 0.811 SPLIT % 52% 48% 0% 0% 36% SPLIT % 51% 49% 0% 0% 64%
Volume
Prepared by National Data & Surveying Services
VOLUME
Neece Dr Bet Tuolumne Blvd & Rouse Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
400
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 634 -
89 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 635 -
Street: Needham Street
Limits: College Avenue to L Street
Direction: EB/WB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 35
# Speed Data Collected 100
85th Percentile (mph) 40
10 mph Pace 31 - 40
Percent in Pace 74%
Average Daily Traffic (ADT) 14,547
Length of Segment (mi.) 0.46
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 29
Accident Rate (Acc/MVM) 3.99
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Service, Retail, Residential, Lodging, Institutional, Medical, Office and Recreational.

An undivided 4-lane minor arterial. Raised pavement markers serves as median, concrete sidewalk is present on both the sides of the segment, Class II bike lane is present on both the sides from College Avenue to Park Avenue along the segment. Intersection with College Avenue, 11th Street and 12th Street are controlled by signal, while all the others are stop controlled. Left turn pocket exist at intersection with College Avenue and 12th Street. Right turn pocket exist at intersection with College Avenue and 11th Street.

Marked crosswalk is present at intersection with College Avenue, O Street, 11th Street, 12th Street, Hackberry Avenue, Poplar Avenue, L Street and Park Avenue. On-street parking is available in portion along the segment. No school zone is present. Low driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 40--> 40 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, bike lane (ped-bike generator): 40 --> 35
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 35 Recommended Speed Limit: 35
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 636 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 2
27 28 1
29 30 3
31 1
32 4
33 2
34 3
35 4
36 8
37 2
38 5
39 2
40 7
41 42 2
43 1
44 1
45 46 1
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 25 - 46 36 mph 40 mph 31 - 40 38 76% 14% / 7 10% / 5

SPEED PARAMETERS
Needham St Bet L St/SR 108 & College Ave/10th St
City of Modesto
Eastbound Spot Speeds
15:15-15:45
8/20/2025
Project #: 25-090090-061
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 637 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 1
27 28 1
29 2
30 3
31 2
32 4
33 3
34 2
35 4
36 6
37 5
38 4
39 2
40 4
41 42 3
43 44 2
45 1
46 1
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 26 - 46 36 mph 40 mph 31 - 40 36 72% 14% / 7 14% / 7

SPEED PARAMETERS
Needham St Bet L St/SR 108 & College Ave/10th St
City of Modesto
Westbound Spot Speeds
15:15-15:45
8/20/2025
Project #: 25-090090-061
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 638 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 3
27 28 2
29 2
30 6
31 3
32 8
33 5
34 5
35 8
36 14
37 7
38 9
39 4
40 11
41 42 5
43 1
44 3
45 1
46 2
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 25 - 46 36 mph 40 mph 31 - 40 74 74% 14% / 14 12% / 12

SPEED PARAMETERS
Needham St Bet L St/SR 108 & College Ave/10th St
City of Modesto
Eastbound & Westbound Spot Speeds
15:15-15:45
8/20/2025
Project #: 25-090090-061
0 510 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 639 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_061
NB SB EB WB Total
0 0 6,309 8,238 14,547

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 12 18 30 12:00 120 121 241 00:00 01:00 39 39 78
0:15 96 15 12:15 84 105 189 01:00 02:00 18 36 54
0:30 12 10 22 12:30 70 101 171 02:00 03:00 19 53 72
0:45 65 11 12:45 101 120 221 03:00 04:00 27 215 242
1:00 89 17 13:00 99 124 223 04:00 05:00 29 278 307
1:15 4 10 14 13:15 100 111 211 05:00 06:00 78 354 432
1:30 59 14 13:30 106 118 224 06:00 07:00 143 430 573
1:45 18 9 13:45 94 135 229 07:00 08:00 331 560 891
2:00 6 11 17 14:00 120 121 241 08:00 09:00 436 593 1029 2:15 6 12 18 14:15 79 153 232 09:00 10:00 338 450 788
2:30 49 13 14:30 125 141 266 10:00 11:00 319 418 737
2:45 3 21 24 14:45 150 143 293 11:00 12:00 342 471 813
3:00 7 37 44 15:00 138 137 275 12:00 13:00 375 447 822
3:15 9 34 43 15:15 132 130 262 13:00 14:00 399 488 887
3:30 5 55 60 15:30 144 145 289 14:00 15:00 474 558 1032 3:45 6 89 95 15:45 138 126 264 15:00 16:00 552 538 1090 4:00 6 72 78 16:00 154 166 320 16:00 17:00 614 618 1232 4:15 5 60 65 16:15 151 149 300 17:00 18:00 528 559 1087 4:30 12 70 82 16:30 157 156 313 18:00 19:00 395 333 728 4:45 6 76 82 16:45 152 147 299 19:00 20:00 269 250 519
5:00 14 58 72 17:00 154 192 346 20:00 21:00 241 218 459 5:15 20 66 86 17:15 143 133 276 21:00 22:00 144 157 301 5:30 25 111 136 17:30 124 117 241 22:00 23:00 121 102 223 5:45 19 119 138 17:45 107 117 224 23:00 00:00 78 73 151 6:00 33 89 122 18:00 116 106 222
6:15 24 105 129 18:15 94 82 176 NB SB EB WB TOTAL
6:30 37 115 152 18:30 90 71 161 00:00 to 12:00
6:45 49 121 170 18:45 95 74 169 2119 3897 6016
7:00 56 125 181 19:00 88 71 159 7:30 7:45 7:30
7:15 49 141 190 19:15 60 77 137 465 596 1059
7:30 110 144 254 19:30 60 51 111 0.969 0.961 0.966
7:45 116 150 266 19:45 61 51 112
8:00 119 155 274 20:00 70 67 137 12:00 to 00:00
8:15 120 145 265 20:15 60 46 106 4190 4341 8531
8:30 96 146 242 20:30 59 57 116 16:00 16:15 16:15
8:45 101 147 248 20:45 52 48 100 614 644 1258
9:00 78 120 198 21:00 37 50 87 0.978 0.839 0.909
9:15 93 104 197 21:15 38 42 80
9:30 79 105 184 21:30 32 32 64 07:00 to 09:00
9:45 88 121 209 21:45 37 33 70 767 1153 1920
10:00 65 104 169 22:00 40 26 66 7:30 7:45 7:30
10:15 73 96 169 22:15 28 32 60 465 596 1059
10:30 72 110 182 22:30 32 20 52 0.969 0.961 0.966
10:45 109 108 217 22:45 21 24 45
11:00 79 89 168 23:00 25 22 47 16:00 to 18:00
11:15 61 130 191 23:15 19 13 32 1142 1177 2319
11:30 98 123 221 23:30 16 22 38 16:00 16:15 16:15
11:45 104 129 233 23:45 18 16 34 614 644 1258
TOTALS 0 0 2119 3897 6016 TOTALS 0 0 4190 4341 8531 0.978 0.839 0.909 SPLIT % 0% 0% 35% 65% 41% SPLIT % 0% 0% 49% 51% 59%
Volume
Prepared by National Data & Surveying Services
VOLUME
Needham St Bet L St/SR 108 & College Ave/10th St
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 640 -
Street: Oakdale Road
Limits: E Briggsmore Avenue to Sylvan Avenue
Direction: NB/SB
Date/Location of Survey 08/28/2025
Posted Speed Limit (mph) 45
# Speed Data Collected 114
85th Percentile (mph) 48
10 mph Pace 40 - 49
Percent in Pace 92%
Average Daily Traffic (ADT) 29,636
Length of Segment (mi.) 1.51
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 120
Accident Rate (Acc/MVM) 2.45
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Service, Retail, Office, Residential, Recreational and Institutional.

An undivided 4 to 5-lane minor arterial. Raised median, raised pavement markers and two way left turn lane serves as median, concrete sidewalk is present continously on westerly side and intermittently on easterly side of the segment, Class II bike lane is present on both the sides of the segment. Intersection with La Force Drive, Hashem Drive and Celeste Drive are stop or yield controlled , while all the others are controlled by signal. Left turn pockets are present at the intersections along the segment. Right turn pocket exist at intersection with Sylvan Avenue, Post Office Drive, Floyd Avenue, Lancey Drive and Briggsmore Avenue. Marked crosswalk is present at intersection with Lancey Drive, Briggsmore Avenue, Manor Oak Drive, Celeste Drive, Merle Avenue, Sylvan Avenue, Post Office Drive and Floyd Avenue. No school zone is present. Medium driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 48 --> 50 §22358.6(c) - Lower the speed limit by 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 50 --> 45
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 45 Recommended Speed Limit: 45
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 641 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 1
38 39 2
40 4
41 3
42 2
43 3
44 8
45 10
46 7
47 5
48 4
49 3
50 51 2
52 1
53 1
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 56 37 - 53 45 mph 48 mph 40 - 49 49 88% 5% / 3 8% / 4

SPEED PARAMETERS
Oakdale Rd Bet E Briggsmore Ave & Sylvan Ave
City of Modesto
Northbound Spot Speeds
09:00-10:45
8/28/2025
Project #: 25-090090-062
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 642 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38 1
39 40 3
41 2
42 3
43 2
44 9
45 8
46 12
47 10
48 4
49 3
50 1
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 58 38 - 50 46 mph 47 mph 40 - 49 56 97% 1% / 1 2% / 1

SPEED PARAMETERS
Oakdale Rd Bet E Briggsmore Ave & Sylvan Ave
City of Modesto
Southbound Spot Speeds
09:00-10:45
8/28/2025
Project #: 25-090090-062
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 643 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 1
38 1
39 2
40 7
41 5
42 5
43 5
44 17
45 18
46 19
47 15
48 8
49 6
50 1
51 2
52 1
53 1
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 114 37 - 53 45 mph 48 mph 40 - 49 105 92% 3% / 4 5% / 5

SPEED PARAMETERS
Oakdale Rd Bet E Briggsmore Ave & Sylvan Ave
City of Modesto
Northbound & Southbound Spot Speeds
09:00-10:45
8/28/2025
Project #: 25-090090-062
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 644 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_062
NB SB EB WB Total
14,796 14,840 0 0 29,636

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 30 31 61 12:00 251 245 496 00:00 01:00 87 110 197
0:15 22 30 52 12:15 235 212 447 01:00 02:00 62 71 133
0:30 24 30 54 12:30 249 232 481 02:00 03:00 46 42 88
0:45 11 19 30 12:45 207 244 451 03:00 04:00 79 56 135
1:00 13 25 38 13:00 229 273 502 04:00 05:00 122 126 248 1:15 15 20 35 13:15 210 216 426 05:00 06:00 306 213 519 1:30 17 11 28 13:30 252 257 509 06:00 07:00 486 372 858 1:45 17 15 32 13:45 197 204 401 07:00 08:00 1006 744 1750 2:00 9 16 25 14:00 240 234 474 08:00 09:00 969 855 1824 2:15 88 16 14:15 246 239 485 09:00 10:00 800 693 1493
2:30 13 9 22 14:30 292 274 566 10:00 11:00 831 815 1646 2:45 16 9 25 14:45 263 268 531 11:00 12:00 874 854 1728 3:00 17 14 31 15:00 300 250 550 12:00 13:00 942 933 1875 3:15 11 15 26 15:15 290 287 577 13:00 14:00 888 950 1838 3:30 25 10 35 15:30 297 274 571 14:00 15:00 1041 1015 2056 3:45 26 17 43 15:45 259 342 601 15:00 16:00 1146 1153 2299 4:00 20 18 38 16:00 297 297 594 16:00 17:00 1151 1159 2310 4:15 28 20 48 16:15 298 291 589 17:00 18:00 1073 1138 2211 4:30 37 42 79 16:30 272 290 562 18:00 19:00 908 947 1855 4:45 37 46 83 16:45 284 281 565 19:00 20:00 668 857 1525 5:00 47 41 88 17:00 270 266 536 20:00 21:00 564 769 1333 5:15 67 40 107 17:15 270 325 595 21:00 22:00 358 473 831 5:30 75 64 139 17:30 293 268 561 22:00 23:00 226 314 540 5:45 117 68 185 17:45 240 279 519 23:00 00:00 163 181 344 6:00 82 57 139 18:00 251 257 508
6:15 83 95 178 18:15 224 235 459 NB SB EB WB TOTAL
6:30 146 108 254 18:30 212 228 440 00:00 to 12:00
6:45 175 112 287 18:45 221 227 448 5668 4951 10619
7:00 193 141 334 19:00 180 224 404 7:30 7:30 7:30
7:15 224 145 369 19:15 176 214 390 1116 924 2040
7:30 260 231 491 19:30 161 217 378 0.848 0.959 0.917
7:45 329 227 556 19:45 151 202 353
8:00 275 225 500 20:00 174 218 392 12:00 to 00:00
8:15 252 241 493 20:15 157 218 375 9128 9889 19017
8:30 213 202 415 20:30 117 165 282 15:30 15:45 15:30
8:45 229 187 416 20:45 116 168 284 1151 1220 2355
9:00 226 161 387 21:00 104 166 270 0.966 0.892 0.980
9:15 185 157 342 21:15 88 111 199
9:30 193 190 383 21:30 97 102 199 07:00 to 09:00
9:45 196 185 381 21:45 69 94 163 1975 1599 3574
10:00 216 192 408 22:00 71 92 163 7:30 7:30 7:30
10:15 194 197 391 22:15 52 91 143 1116 924 2040
10:30 233 197 430 22:30 58 69 127 0.848 0.959 0.917
10:45 188 229 417 22:45 45 62 107
11:00 210 238 448 23:00 52 52 104 16:00 to 18:00
11:15 197 199 396 23:15 47 59 106 2224 2297 4521
11:30 257 201 458 23:30 41 38 79 16:00 16:30 16:00
11:45 210 216 426 23:45 23 32 55 1151 1162 2310
TOTALS 5668 4951 0 0 10619 TOTALS 9128 9889 0 0 19017 0.966 0.894 0.972 SPLIT % 53% 47% 0% 0% 36% SPLIT % 48% 52% 0% 0% 64%
Volume
Prepared by National Data & Surveying Services
VOLUME
Oakdale Rd Bet E Briggsmore Ave & Sylvan Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
1400
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 645 -
Street: E Orangeburg Avenue
Limits: Lakewood Avenue to Held Drive
Direction: EB/WB
Date/Location of Survey 08/27/2025
Posted Speed Limit (mph) 35
# Speed Data Collected 100
85th Percentile (mph) 41
10 mph Pace 32 - 41
Percent in Pace 79%
Average Daily Traffic (ADT) 4,627
Length of Segment (mi.) 1.45
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 38
Accident Rate (Acc/MVM) 5.17
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

Yellow marked school crosswalk is present at intersection with Olinda Lane, Desert Willow Lane, Lillian Drive and Pepper Tree Lane.

On-street parking is available along the segment. School zone is present. A Gentle horizontal curve is present along the segment.

High driveway density is present on both the sides of the segment.

Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
D. Roadway Conditions
Residential, Institutional, and Service.

Signed: Max Navarro Nayan Amin, TE
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 41 --> 40 §22358.6(b) - Lower the speed limit by 5-mph from the rounded speed limit if the speed limit was initially rounded down due to residential density as there are more than 16 houses within a quarter mile on both sides and presence of vulnerable pedestrian groups including children, seniors, persons with disabilities and high collision rate as compared to statewide average collision rates:
40 --> 35
Speed Limit Change? No
Existing Speed Limit: 35 Recommended Speed Limit: 35
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 646 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 2
30 1
31 1
32 3
33 4
34 4
35 3
36 5
37 2
38 5
39 6
40 4
41 3
42 1
43 4
44 45
46 1
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 28 - 46 37 mph 41 mph 32 - 41 39 78% 10% / 5 12% / 6

SPEED PARAMETERS
E Orangeburg Ave Bet Lakewood Ave & Held Dr
City of Modesto
Eastbound Spot Speeds
09:00-09:40
8/27/2025
Project #: 25-090090-063
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 647 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 1
31 32 1
33 4
34 2
35 6
36 5
37 3
38 4
39 4
40 8
41 3
42 2
43 2
44 2
45 1
46 47 1
48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 30 - 48 38 mph 42 mph 33 - 42 41 82% 4% / 2 14% / 7

SPEED PARAMETERS
E Orangeburg Ave Bet Lakewood Ave & Held Dr
City of Modesto
Westbound Spot Speeds
09:00-09:40
8/27/2025
Project #: 25-090090-063
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 648 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 2
30 2
31 1
32 4
33 8
34 6
35 9
36 10
37 5
38 9
39 10
40 12
41 6
42 3
43 6
44 2
45 1
46 1
47 1
48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 28 - 48 38 mph 41 mph 32 - 41 79 79% 6% / 6 15% / 15

SPEED PARAMETERS
E Orangeburg Ave Bet Lakewood Ave & Held Dr
City of Modesto
Eastbound & Westbound Spot Speeds
09:00-09:40
8/27/2025
Project #: 25-090090-063
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 649 -
Day: Thursday City: Modesto
Date: Project #: CA25_090089_063
NB SB EB WB Total
0 0 2,435 2,192 4,627

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 33 6 12:00 31 25 56 00:00 01:00 8 19 27
0:15 2 11 13 12:15 25 27 52 01:00 02:00 13 10 23
0:30 31 4 12:30 33 26 59 02:00 03:00 47 11
0:45 04 4 12:45 19 25 44 03:00 04:00 89 17
1:00 43 7 13:00 27 44 71 04:00 05:00 9 20 29
1:15 42 6 13:15 40 37 77 05:00 06:00 35 32 67
1:30 24 6 13:30 39 33 72 06:00 07:00 53 65 118
1:45 31 4 13:45 41 41 82 07:00 08:00 170 178 348
2:00 13 4 14:00 55 38 93 08:00 09:00 174 180 354
2:15 32 5 14:15 40 33 73 09:00 10:00 83 133 216
2:30 01 1 14:30 54 49 103 10:00 11:00 100 115 215
2:45 01 1 14:45 57 24 81 11:00 12:00 118 107 225
3:00 11 2 15:00 58 37 95 12:00 13:00 108 103 211
3:15 10 1 15:15 47 48 95 13:00 14:00 147 155 302
3:30 25 7 15:30 56 45 101 14:00 15:00 206 144 350
3:45 43 7 15:45 44 59 103 15:00 16:00 205 189 394
4:00 15 6 16:00 60 46 106 16:00 17:00 203 154 357
4:15 34 7 16:15 47 28 75 17:00 18:00 227 143 370
4:30 13 4 16:30 53 37 90 18:00 19:00 153 128 281
4:45 48 12 16:45 43 43 86 19:00 20:00 131 109 240
5:00 36 9 17:00 71 35 106 20:00 21:00 108 96 204
5:15 84 12 17:15 61 37 98 21:00 22:00 83 49 132
5:30 12 8 20 17:30 50 36 86 22:00 23:00 52 24 76
5:45 12 14 26 17:45 45 35 80 23:00 00:00 37 23 60
6:00 9 11 20 18:00 45 33 78
6:15 15 10 25 18:15 41 31 72 NB SB EB WB TOTAL
6:30 12 21 33 18:30 35 33 68 00:00 to 12:00
6:45 17 23 40 18:45 32 31 63 775 875 1650
7:00 25 30 55 19:00 34 34 68 7:30 7:30 7:30
7:15 26 38 64 19:15 32 27 59 233 217 450
7:30 51 52 103 19:30 38 23 61 0.857 0.822 0.852
7:45 68 58 126 19:45 27 25 52
8:00 66 66 132 20:00 32 27 59 12:00 to 00:00
8:15 48 41 89 20:15 30 34 64 1660 1317 2977
8:30 33 38 71 20:30 25 18 43 16:30 15:15 15:15
8:45 27 35 62 20:45 21 17 38 228 198 405
9:00 23 38 61 21:00 31 11 42 0.803 0.839 0.955
9:15 22 22 44 21:15 22 16 38
9:30 17 36 53 21:30 14 11 25 07:00 to 09:00
9:45 21 37 58 21:45 16 11 27 344 358 702
10:00 19 29 48 22:00 14 6 20 7:30 7:30 7:30
10:15 31 27 58 22:15 15 6 21 233 217 450
10:30 26 27 53 22:30 16 8 24 0.857 0.822 0.852
10:45 24 32 56 22:45 74 11
11:00 30 26 56 23:00 95 14 16:00 to 18:00
11:15 34 34 68 23:15 96 15 430 297 727
11:30 30 26 56 23:30 85 13 16:30 16:00 16:30
11:45 24 21 45 23:45 11 7 18 228 154 380
TOTALS 0 0 775 875 1650 TOTALS 0 0 1660 1317 2977 0.803 0.837 0.896 SPLIT % 0% 0% 47% 53% 36% SPLIT % 0% 0% 56% 44% 64%
Volume
Prepared by National Data & Surveying Services
VOLUME
E Orangeburg Ave Bet Lakewood Ave & Held Dr
8/14/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 650 -
Street: Palmwood Drive
Limits: Sylvan Meadows Drive to Sylvan Avenue
Direction: NB/SB
Date/Location of Survey 08/21/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 117
85th Percentile (mph) 32
10 mph Pace 21 - 30
Percent in Pace 81%
Average Daily Traffic (ADT) 2,662
Length of Segment (mi.) 0.30
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 5
Accident Rate (Acc/MVM) 5.79
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

An undivided 2-lane minor collector. Double yellow lines serves as median, concrete sidewalk is present on both the sides of the segment, No bicycle facilities are present . Intersections along the segment are either stop or yield controlled. Yellow marked school crosswalk is present at intersection with Sylvan Meadows Drive, Bridgewood Way and Sylvan Avenue. On-street parking is available along the segment. School zone is present. Low driveway density is present on both the sides of the segment.

Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
D. Roadway Conditions
Residential and Institutional.

Signed: Max Navarro Nayan Amin, TE
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 32 --> 30 §22358.7 - Lower the speed limit by additional 5-mph from the rounded speed due to presence of sidewalk/crosswalk, and school (ped-bike generator): 30 --> 25
Speed Limit Change? No
Existing Speed Limit: 25 Recommended Speed Limit: 25
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 651 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 2
22 2
23 8
24 7
25 7
26 6
27 5
28 3
29 1
30 5
31 1
32 33 2
34 3
35 2
36 37
38 1
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 56 20 - 38 26 mph 31 mph 21 - 30 46 82% 1% / 1 17% / 9

SPEED PARAMETERS
Palmwood Dr Bet Sylvan Meadows Dr & Sylvan Ave
City of Modesto
Northbound Spot Speeds
11:10-12:40
8/21/2025
Project #: 25-090090-064
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 652 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 21
22 5
23 4
24 8
25 7
26 9
27 3
28 6
29 3
30 4
31 1
32 2
33 5
34 1
35 1
36 37
38 39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 61 19 - 39 26 mph 32 mph 22 - 31 50 82% 1% / 1 17% / 10

SPEED PARAMETERS
Palmwood Dr Bet Sylvan Meadows Dr & Sylvan Ave
City of Modesto
Southbound Spot Speeds
11:10-12:40
8/21/2025
Project #: 25-090090-064
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 653 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 1
21 2
22 7
23 12
24 15
25 14
26 15
27 8
28 9
29 4
30 9
31 2
32 2
33 7
34 4
35 3
36 37
38 1
39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 117 19 - 39 26 mph 32 mph 21 - 30 95 81% 1% / 2 18% / 20

SPEED PARAMETERS
Palmwood Dr Bet Sylvan Meadows Dr & Sylvan Ave
City of Modesto
Northbound & Southbound Spot Speeds
11:10-12:40
8/21/2025
Project #: 25-090090-064
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 654 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_064
NB SB EB WB Total
1,387 1,275 0 0 2,662

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 43 7 12:00 15 16 31 00:00 01:00 76 13
0:15 12 3 12:15 9 16 25 01:00 02:00 24 6
0:30 21 3 12:30 26 17 43 02:00 03:00 00 0
0:45 00 0 12:45 22 15 37 03:00 04:00 04 4
1:00 00 0 13:00 19 19 38 04:00 05:00 2 11 13
1:15 11 2 13:15 16 24 40 05:00 06:00 10 20 30
1:30 13 4 13:30 16 9 25 06:00 07:00 21 39 60
1:45 00 0 13:45 20 9 29 07:00 08:00 109 172 281
2:00 00 0 14:00 16 10 26 08:00 09:00 205 194 399
2:15 00 0 14:15 19 24 43 09:00 10:00 43 47 90
2:30 00 0 14:30 29 46 75 10:00 11:00 61 55 116
2:45 00 0 14:45 17 18 35 11:00 12:00 58 41 99
3:00 01 1 15:00 22 23 45 12:00 13:00 72 64 136
3:15 00 0 15:15 32 38 70 13:00 14:00 71 61 132
3:30 02 2 15:30 103 59 162 14:00 15:00 81 98 179
3:45 01 1 15:45 43 23 66 15:00 16:00 200 143 343
4:00 02 2 16:00 41 13 54 16:00 17:00 122 67 189
4:15 22 4 16:15 32 17 49 17:00 18:00 109 72 181
4:30 02 2 16:30 30 13 43 18:00 19:00 69 55 124
4:45 05 5 16:45 19 24 43 19:00 20:00 55 39 94
5:00 13 4 17:00 29 17 46 20:00 21:00 46 38 84
5:15 23 5 17:15 28 18 46 21:00 22:00 16 21 37
5:30 24 6 17:30 29 24 53 22:00 23:00 14 16 30
5:45 5 10 15 17:45 23 13 36 23:00 00:00 14 8 22
6:00 27 9 18:00 13 12 25
6:15 54 9 18:15 16 15 31 NB SB EB WB TOTAL
6:30 59 14 18:30 17 15 32 00:00 to 12:00
6:45 9 19 28 18:45 23 13 36 518 593 1111
7:00 11 25 36 19:00 14 9 23 7:45 7:30 7:30
7:15 26 40 66 19:15 13 4 17 228 277 490
7:30 33 40 73 19:30 14 13 27 0.770 0.660 0.684
7:45 39 67 106 19:45 14 13 27
8:00 74 105 179 20:00 10 11 21 12:00 to 00:00
8:15 67 65 132 20:15 98 17 869 682 1551
8:30 48 13 61 20:30 13 14 27 15:15 15:00 15:15
8:45 16 11 27 20:45 14 5 19 219 143 352
9:00 13 14 27 21:00 56 11 0.532 0.606 0.543
9:15 8 16 24 21:15 36 9
9:30 99 18 21:30 43 7 07:00 to 09:00
9:45 13 8 21 21:45 46 10 314 366 680
10:00 14 18 32 22:00 24 6 7:45 7:30 7:30
10:15 18 9 27 22:15 36 9 228 277 490
10:30 10 16 26 22:30 34 7 0.770 0.660 0.684
10:45 19 12 31 22:45 62 8
11:00 14 11 25 23:00 41 5 16:00 to 18:00
11:15 14 10 24 23:15 61 7 231 139 370
11:30 14 14 28 23:30 23 5 16:00 16:45 16:00
11:45 16 6 22 23:45 23 5 122 83 189
TOTALS 518 593 0 0 1111 TOTALS 869 682 0 0 1551 0.744 0.865 0.875 SPLIT % 47% 53% 0% 0% 42% SPLIT % 56% 44% 0% 0% 58%
Volume
Prepared by National Data & Surveying Services
VOLUME
Palmwood Dr Bet Sylvan Meadows Dr & Sylvan Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 655 -
Street: Paradise Road
Limits: S Martin Luther King Drive to 1st Street
Direction: EB/WB
Date/Location of Survey 08/14/2025
Posted Speed Limit (mph) 30
# Speed Data Collected 100
85th Percentile (mph) 28
10 mph Pace 20 - 29
Percent in Pace 100%
Average Daily Traffic (ADT) 8,322
Length of Segment (mi.) 0.42
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 29
Accident Rate (Acc/MVM) 7.67
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Service, Residential, Institutional and Retail.

An undivided 2-lane minor arterial. Double yellow lines,two way left turn lane and raised median serves as median, concrete sidewalk is present on both the sides of the segment, Class II bike lane is present on both the sides of the segment. Intersection with Martin Luther King Drive and 1st Street is controlled by signal, while all the others are stop controlled. Left turn pocket exist at intersection with 1st Street and Martin Luther King Drive. Right turn pocket exist at intersection with 1st Street. Marked crosswalk is present at intersection with Martin Luther King Drive, Madison Street and Alturas Avenue. Yellow marked school crosswalk is present at intersection with 1st Street, Jefferson Street, Ruberto Street, Leon Avenue and Ash Street. On-street parking is available in portion along the segment. School zone is present. Low driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 28 --> 30 Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 30 Recommended Speed Limit: 30
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 656 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 3
24 10
25 10
26 7
27 6
28 11
29 3
30 31
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 23 - 29 26 mph 28 mph 20 - 29 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
Paradise Rd Bet S Martin Luther King Dr & 1st St
City of Modesto
Eastbound Spot Speeds
10:25-11:45
8/14/2025
Project #: 25-090090-065
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 657 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 3
23 8
24 10
25 8
26 9
27 10
28 2
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 22 - 28 25 mph 27 mph 19 - 28 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
Paradise Rd Bet S Martin Luther King Dr & 1st St
City of Modesto
Westbound Spot Speeds
10:25-11:45
8/14/2025
Project #: 25-090090-065
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 658 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 3
23 11
24 20
25 18
26 16
27 16
28 13
29 3
30 31
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 22 - 29 25 mph 28 mph 20 - 29 100 100% 0% / 0 0% / 0

SPEED PARAMETERS
Paradise Rd Bet S Martin Luther King Dr & 1st St
City of Modesto
Eastbound & Westbound Spot Speeds
10:25-11:45
8/14/2025
Project #: 25-090090-065
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 659 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_065
NB SB EB WB Total
0 0 4,045 4,277 8,322

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 11 19 30 12:00 47 54 101 00:00 01:00 23 53 76
0:15 5 15 20 12:15 49 53 102 01:00 02:00 26 29 55
0:30 47 11 12:30 42 48 90 02:00 03:00 14 19 33
0:45 3 12 15 12:45 65 51 116 03:00 04:00 27 24 51
1:00 58 13 13:00 62 51 113 04:00 05:00 54 44 98
1:15 25 7 13:15 50 51 101 05:00 06:00 126 100 226
1:30 89 17 13:30 42 62 104 06:00 07:00 156 134 290
1:45 11 7 18 13:45 55 65 120 07:00 08:00 331 225 556
2:00 48 12 14:00 72 78 150 08:00 09:00 303 211 514
2:15 54 9 14:15 50 61 111 09:00 10:00 247 217 464
2:30 32 5 14:30 63 70 133 10:00 11:00 215 212 427
2:45 25 7 14:45 78 63 141 11:00 12:00 183 213 396
3:00 61 7 15:00 97 78 175 12:00 13:00 203 206 409
3:15 66 12 15:15 74 65 139 13:00 14:00 209 229 438
3:30 11 7 18 15:30 74 73 147 14:00 15:00 263 272 535
3:45 4 10 14 15:45 102 91 193 15:00 16:00 347 307 654
4:00 12 9 21 16:00 69 84 153 16:00 17:00 270 350 620
4:15 7 13 20 16:15 63 81 144 17:00 18:00 276 319 595
4:30 19 8 27 16:30 55 87 142 18:00 19:00 221 283 504
4:45 16 14 30 16:45 83 98 181 19:00 20:00 184 250 434
5:00 12 21 33 17:00 69 90 159 20:00 21:00 154 224 378
5:15 30 21 51 17:15 67 77 144 21:00 22:00 116 167 283
5:30 43 27 70 17:30 61 81 142 22:00 23:00 64 127 191
5:45 41 31 72 17:45 79 71 150 23:00 00:00 33 62 95
6:00 28 27 55 18:00 70 70 140
6:15 31 34 65 18:15 58 78 136 NB SB EB WB TOTAL
6:30 45 37 82 18:30 52 66 118 00:00 to 12:00
6:45 52 36 88 18:45 41 69 110 1705 1481 3186
7:00 85 60 145 19:00 57 63 120 7:15 7:15 7:15
7:15 74 52 126 19:15 39 67 106 366 237 603
7:30 87 55 142 19:30 41 52 93 0.763 0.823 0.785
7:45 85 58 143 19:45 47 68 115
8:00 120 72 192 20:00 37 67 104 12:00 to 00:00
8:15 48 42 90 20:15 36 54 90 2340 2796 5136
8:30 66 59 125 20:30 41 51 92 15:00 16:15 15:00
8:45 69 38 107 20:45 40 52 92 347 356 654
9:00 70 58 128 21:00 39 53 92 0.850 0.908 0.847
9:15 52 46 98 21:15 28 48 76
9:30 54 55 109 21:30 26 26 52 07:00 to 09:00
9:45 71 58 129 21:45 23 40 63 634 436 1070
10:00 52 51 103 22:00 20 43 63 7:15 7:15 7:15
10:15 61 54 115 22:15 20 39 59 366 237 603
10:30 44 48 92 22:30 12 21 33 0.763 0.823 0.785
10:45 58 59 117 22:45 12 24 36
11:00 42 46 88 23:00 11 20 31 16:00 to 18:00
11:15 46 68 114 23:15 9 11 20 546 669 1215
11:30 41 34 75 23:30 8 16 24 16:45 16:15 16:15
11:45 54 65 119 23:45 5 15 20 280 356 626
TOTALS 0 0 1705 1481 3186 TOTALS 0 0 2340 2796 5136 0.843 0.908 0.865 SPLIT % 0% 0% 54% 46% 38% SPLIT % 0% 0% 46% 54% 62%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Paradise Rd Bet S Martin Luther King Dr & 1st St
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
300
350
400
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 660 -
Street: Paradise Road
Limits: S Carpenter Road to S Martin Luther King
Drive/Sutter Avenue
Direction: EB/WB
Date/Location of Survey 08/14/2025
Posted Speed Limit (mph) 35
# Speed Data Collected 100
85th Percentile (mph) 37
10 mph Pace 29 - 38
Percent in Pace 100%
Average Daily Traffic (ADT) 12,373
Length of Segment (mi.) 1.29
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 32
Accident Rate (Acc/MVM) 1.83
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Service, Retail, Residential, Office and Institutional.

An undivided 2-lane minor arterial. Double yellow lines,two way left turn lane and raised median serves as median, concrete sidewalk is present continously on northerly side and intermittently on southerly side of the segment, Class II bike lane is present on both the sides of the segment. Intersection with Carpenter Road, Wade Drive, Beverly Drive, Harris Avenue and Martin Luther King Drive is controlled by signal, while all the others are stop or yield controlled, except intersection with Chicago Avenue is a roundabout. Left turn pocket exist at intersection with Carpenter Road, Pine Tree Lane, Harris Avenue, Mayette Avenue, Florette Avenue and Martin Luther King Drive. Right turn pocket exist at intersection with Carpenter Road and Harris Avenue. Marked crosswalk is present at intersection with Martin Luther King Drive, Mayette Avenue, Florette Avenue, Sheridan Street, Ellen Avenue and Chicago Avenue.

Yellow marked school crosswalk is present at intersection with Carpenter Road, Manor Drive, Vernon Avenue, Harris Avenue and Pine Tree Lane. On-street parking is available in portion along the segment. School zone is present. A gentle horizontal curve is present §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 37 --> 35 §22358.6(b) - Lower the speed limit by 5-mph from the rounded speed limit if the speed limit was initially rounded down due to presence of vulnerable pedestrian groups including children, seniors, persons with disabilities and high collision rate as compared to statewide average collision rates: 35 --> 30
Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 35 Recommended Speed Limit: 30
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 661 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 2
31 3
32 5
33 5
34 3
35 5
36 11
37 10
38 6
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 30 - 38 36 mph 37 mph 29 - 38 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
Paradise Rd Bet S Carpenter Rd & S Martin Luther King Dr City of Modesto
Eastbound Spot Speeds
14:15-15:45
8/14/2025
Project #: 25-090090-066
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 662 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 5
31 6
32 10
33 3
34 8
35 8
36 7
37 3
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 30 - 37 34 mph 36 mph 28 - 37 50 100% 0% / 0 0% / 0

SPEED PARAMETERS
Paradise Rd Bet S Carpenter Rd & S Martin Luther King Dr City of Modesto
Westbound Spot Speeds
14:15-15:45
8/14/2025
Project #: 25-090090-066
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 663 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 7
31 9
32 15
33 8
34 11
35 13
36 18
37 13
38 6
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 30 - 38 34 mph 37 mph 29 - 38 100 100% 0% / 0 0% / 0

SPEED PARAMETERS
Paradise Rd Bet S Carpenter Rd & S Martin Luther King Dr City of Modesto
Eastbound & Westbound Spot Speeds
14:15-15:45
8/14/2025
Project #: 25-090090-066
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 664 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_066
NB SB EB WB Total
0 0 6,383 5,990 12,373

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 13 11 24 12:00 71 83 154 00:00 01:00 36 43 79
0:15 10 12 22 12:15 70 67 137 01:00 02:00 24 31 55
0:30 59 14 12:30 78 52 130 02:00 03:00 17 29 46
0:45 8 11 19 12:45 74 82 156 03:00 04:00 55 41 96
1:00 79 16 13:00 99 76 175 04:00 05:00 100 82 182
1:15 37 10 13:15 73 79 152 05:00 06:00 167 109 276
1:30 77 14 13:30 86 72 158 06:00 07:00 200 169 369
1:45 78 15 13:45 98 90 188 07:00 08:00 454 358 812
2:00 7 10 17 14:00 98 88 186 08:00 09:00 508 442 950
2:15 17 8 14:15 87 121 208 09:00 10:00 309 288 597
2:30 54 9 14:30 125 116 241 10:00 11:00 310 280 590
2:45 48 12 14:45 168 103 271 11:00 12:00 345 320 665
3:00 19 5 24 15:00 144 78 222 12:00 13:00 293 284 577
3:15 6 11 17 15:15 149 98 247 13:00 14:00 356 317 673
3:30 17 12 29 15:30 139 125 264 14:00 15:00 478 428 906 3:45 13 13 26 15:45 109 170 279 15:00 16:00 541 471 1012 4:00 13 23 36 16:00 123 139 262 16:00 17:00 433 474 907 4:15 16 16 32 16:15 88 113 201 17:00 18:00 433 396 829
4:30 37 18 55 16:30 85 108 193 18:00 19:00 379 362 741
4:45 34 25 59 16:45 137 114 251 19:00 20:00 314 307 621 5:00 31 23 54 17:00 99 92 191 20:00 21:00 253 297 550
5:15 41 28 69 17:15 123 118 241 21:00 22:00 203 225 428 5:30 48 29 77 17:30 106 92 198 22:00 23:00 119 159 278
5:45 47 29 76 17:45 105 94 199 23:00 00:00 56 78 134
6:00 35 42 77 18:00 118 93 211
6:15 43 34 77 18:15 77 108 185 NB SB EB WB TOTAL
6:30 59 39 98 18:30 94 93 187 00:00 to 12:00
6:45 63 54 117 18:45 90 68 158 2525 2192 4717
7:00 100 57 157 19:00 85 77 162 7:30 7:45 7:45
7:15 117 95 212 19:15 86 70 156 522 466 988
7:30 119 104 223 19:30 77 82 159 0.826 0.863 0.843
7:45 118 102 220 19:45 66 78 144
8:00 158 135 293 20:00 73 80 153 12:00 to 00:00
8:15 127 120 247 20:15 64 76 140 3858 3798 7656
8:30 119 109 228 20:30 61 73 134 14:45 15:30 15:15
8:45 104 78 182 20:45 55 68 123 600 547 1052
9:00 88 73 161 21:00 56 74 130 0.893 0.804 0.943
9:15 80 77 157 21:15 55 48 103
9:30 67 66 133 21:30 49 47 96 07:00 to 09:00
9:45 74 72 146 21:45 43 56 99 962 800 1762
10:00 79 75 154 22:00 30 46 76 7:30 7:45 7:45
10:15 79 70 149 22:15 30 36 66 522 466 988
10:30 82 64 146 22:30 32 33 65 0.826 0.863 0.843
10:45 70 71 141 22:45 27 44 71
11:00 86 72 158 23:00 18 29 47 16:00 to 18:00
11:15 80 83 163 23:15 8 19 27 866 870 1736
11:30 92 71 163 23:30 20 13 33 16:45 16:00 16:00
11:45 87 94 181 23:45 10 17 27 465 474 907
TOTALS 0 0 2525 2192 4717 TOTALS 0 0 3858 3798 7656 0.849 0.853 0.865 SPLIT % 0% 0% 54% 46% 38% SPLIT % 0% 0% 50% 50% 62%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Paradise Rd Bet S Carpenter Rd & S Martin Luther King Dr 8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 100
200
300
400
500
600
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 665 -
95 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 666 -
Street: Pelandale Avenue
Limits: Dale Road to McHenry Avenue
Direction: EB/WB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 50
# Speed Data Collected 109
85th Percentile (mph) 60
10 mph Pace 50 - 59
Percent in Pace 72%
Average Daily Traffic (ADT) 21,962
Length of Segment (mi.) 3.04
Street Classification Expressway
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 70
Accident Rate (Acc/MVM) 0.96
Statewide Average Accident Rate 0.97
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Service, Retail, Institutional, Residential, Industrial, and Recreational.

A divided 6-lane expressway. Raised median serves as median, concrete sidewalk is present intermittently on both the sides of the segment, No bicycle facilities are present . Intersection with Dale Road, Prescott Road, Carver Road, Tully Road and McHenry Avenue is controlled by signal, while all the others are stop or yield controlled. Left turn pocket exist at intersections with Dale Road, Prescott Road,Carver Road, Tully Road and McHenry Avenue. Right turn pocket exist at intersection with Dale Road, American Avenue, Prescott Road, Carver Road, Tully Road and McHenry Avenue. Marked crosswalk is present at intersection with Dale Road, Prescott Road, Carver Road, Tully Road, Detroit Lane and McHenry Avenue. No school zone is present. A gentle horizontal curves are present along the segment. Low driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 60 --> 60 §22358.7 - Lower the speed limit by additional 5-mph from the rounded speed due to presence of sidewalk/crosswalk, retail, recreational land use and Church (ped-bike generator): 60 --> 55 Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 50 Recommended Speed Limit: 55
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 667 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 50 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 1
46 47 3
48 2
49 3
50 6
51 3
52 5
53 4
54 3
55 8
56 1
57 5
58 4
59 4
60 1
61 1
62 2
63 2
64 65
66 1
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 59 45 - 66 54 mph 59 mph 50 - 59 43 73% 15% / 9 12% / 7

SPEED PARAMETERS
Pelandale Ave Bet Dale Rd & SR 108/McHenry Ave
City of Modesto
Eastbound Spot Speeds
15:00-15:30
8/20/2025
Project #: 25-090090-067
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 668 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 50 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 1
48 1
49 1
50 1
51 52 7
53 2
54 3
55 7
56 5
57 3
58 5
59 3
60 4
61 3
62 2
63 64 1
65 1
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 47 - 65 56 mph 60 mph 52 - 61 42 84% 8% / 4 8% / 4

SPEED PARAMETERS
Pelandale Ave Bet Dale Rd & SR 108/McHenry Ave
City of Modesto
Westbound Spot Speeds
15:00-15:30
8/20/2025
Project #: 25-090090-067
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 669 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 50 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 1
46 47 4
48 3
49 4
50 7
51 3
52 12
53 6
54 6
55 15
56 6
57 8
58 9
59 7
60 5
61 4
62 4
63 2
64 1
65 1
66 1
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 109 45 - 66 55 mph 60 mph 50 - 59 79 72% 11% / 12 17% / 18

SPEED PARAMETERS
Pelandale Ave Bet Dale Rd & SR 108/McHenry Ave
City of Modesto
Eastbound & Westbound Spot Speeds
15:00-15:30
8/20/2025
Project #: 25-090090-067
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 670 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_067
NB SB EB WB Total
0 0 11,604 10,358 21,962

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 19 16 35 12:00 143 158 301 00:00 01:00 75 64 139
0:15 16 24 40 12:15 199 183 382 01:00 02:00 45 24 69
0:30 23 14 37 12:30 203 169 372 02:00 03:00 29 27 56
0:45 17 10 27 12:45 180 180 360 03:00 04:00 38 64 102
1:00 12 6 18 13:00 173 154 327 04:00 05:00 63 89 152
1:15 11 7 18 13:15 182 166 348 05:00 06:00 152 164 316
1:30 12 4 16 13:30 203 146 349 06:00 07:00 274 297 571
1:45 10 7 17 13:45 225 170 395 07:00 08:00 674 613 1287 2:00 10 8 18 14:00 212 206 418 08:00 09:00 863 733 1596 2:15 61 7 14:15 225 188 413 09:00 10:00 565 628 1193
2:30 78 15 14:30 220 168 388 10:00 11:00 571 586 1157
2:45 6 10 16 14:45 261 218 479 11:00 12:00 642 696 1338 3:00 7 11 18 15:00 206 184 390 12:00 13:00 725 690 1415 3:15 12 10 22 15:15 254 191 445 13:00 14:00 783 636 1419 3:30 5 18 23 15:30 210 192 402 14:00 15:00 918 780 1698 3:45 14 25 39 15:45 241 251 492 15:00 16:00 911 818 1729 4:00 10 11 21 16:00 217 214 431 16:00 17:00 1013 844 1857 4:15 12 22 34 16:15 242 231 473 17:00 18:00 938 809 1747 4:30 14 26 40 16:30 267 195 462 18:00 19:00 678 614 1292 4:45 27 30 57 16:45 287 204 491 19:00 20:00 528 419 947 5:00 14 30 44 17:00 216 192 408 20:00 21:00 458 328 786 5:15 38 26 64 17:15 255 236 491 21:00 22:00 316 236 552 5:30 45 58 103 17:30 230 198 428 22:00 23:00 201 133 334 5:45 55 50 105 17:45 237 183 420 23:00 00:00 144 66 210 6:00 42 49 91 18:00 170 186 356
6:15 57 49 106 18:15 212 176 388 NB SB EB WB TOTAL
6:30 75 81 156 18:30 152 131 283 00:00 to 12:00
6:45 100 118 218 18:45 144 121 265 3991 3985 7976
7:00 113 102 215 19:00 156 107 263 7:30 8:00 7:30
7:15 150 162 312 19:15 124 91 215 886 733 1599
7:30 193 161 354 19:30 138 117 255 0.879 0.868 0.936
7:45 218 188 406 19:45 110 104 214
8:00 252 175 427 20:00 108 90 198 12:00 to 00:00
8:15 223 189 412 20:15 120 85 205 7613 6373 13986
8:30 177 158 335 20:30 122 77 199 16:30 15:45 15:45
8:45 211 211 422 20:45 108 76 184 1025 891 1858
9:00 145 167 312 21:00 94 68 162 0.893 0.887 0.944
9:15 121 157 278 21:15 76 56 132
9:30 138 150 288 21:30 72 59 131 07:00 to 09:00
9:45 161 154 315 21:45 74 53 127 1537 1346 2883
10:00 135 140 275 22:00 69 29 98 7:30 8:00 7:30
10:15 150 158 308 22:15 36 36 72 886 733 1599
10:30 141 145 286 22:30 55 41 96 0.879 0.868 0.936
10:45 145 143 288 22:45 41 27 68
11:00 163 167 330 23:00 35 16 51 16:00 to 18:00
11:15 158 194 352 23:15 37 17 54 1951 1653 3604
11:30 150 170 320 23:30 42 21 63 16:30 16:00 16:00
11:45 171 165 336 23:45 30 12 42 1025 844 1857
TOTALS 0 0 3991 3985 7976 TOTALS 0 0 7613 6373 13986 0.893 0.913 0.946 SPLIT % 0% 0% 50% 50% 36% SPLIT % 0% 0% 54% 46% 64%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Pelandale Ave Bet Dale Rd & SR 108/McHenry Ave
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 200
400
600
800
1000
1200
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 671 -
96 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 672 -
Street: Penny Ln
Limits: Capistrano Drive to N McClure Road
Direction: EB/WB
Date/Location of Survey 08/20/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 100
85th Percentile (mph) 32
10 mph Pace 24 - 33
Percent in Pace 81%
Average Daily Traffic (ADT) 1,817
Length of Segment (mi.) 0.68
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 4
Accident Rate (Acc/MVM) 2.95
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Recreational, Residential and Institutional.

An undivided 2-lane minor collector. concrete sidewalk is present on both the sides of the segment, Class III bike route is present on the southerly side of the segment. Intersections along the segment are either stop or yield controlled. Yellow marked school crosswalk is present at intersection with Mcclure Road, Lincoln Avenue, Pirinen Lane and Capistrano Drive. On-street parking is available along the segment. School zone is present. A Gentle horizontal curve is present along the segment. High driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 32 --> 30 §22358.7 - Lower the speed limit by additional 5-mph from the rounded speed due to presence of sidewalk/crosswalk, bike route, recreational land use and school (ped-bike generator): 30 --> 25 Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 673 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 22 3
23 1
24 3
25 4
26 8
27 4
28 9
29 2
30 6
31 2
32 2
33 1
34 2
35 1
36 37
38 1
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 20 - 38 28 mph 31 mph 22 - 31 42 84% 2% / 1 14% / 7

SPEED PARAMETERS
Penny Ln Bet Capistrano Dr & McClure Rd
City of Modesto
Eastbound Spot Speeds
12:00-13:35
8/20/2025
Project #: 25-090090-068
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 674 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 3
21 22 3
23 2
24 3
25 7
26 3
27 6
28 5
29 3
30 2
31 3
32 4
33 4
34 1
35 1
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 20 - 35 27 mph 32 mph 24 - 33 40 80% 16% / 8 4% / 2

SPEED PARAMETERS
Penny Ln Bet Capistrano Dr & McClure Rd
City of Modesto
Westbound Spot Speeds
12:00-13:35
8/20/2025
Project #: 25-090090-068
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 675 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 4
21 22 6
23 3
24 6
25 11
26 11
27 10
28 14
29 5
30 8
31 5
32 6
33 5
34 3
35 2
36 37
38 1
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 20 - 38 27 mph 32 mph 24 - 33 81 81% 13% / 13 6% / 6

SPEED PARAMETERS
Penny Ln Bet Capistrano Dr & McClure Rd
City of Modesto
Eastbound & Westbound Spot Speeds
12:00-13:35
8/20/2025
Project #: 25-090090-068
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 676 -
Day: Thursday City: Modesto
Date: Project #: CA25_090089_068
NB SB EB WB Total
0 0 949 868 1,817

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 31 4 12:00 20 15 35 00:00 01:00 81 9
0:15 20 2 12:15 16 9 25 01:00 02:00 61 7
0:30 00 0 12:30 8 10 18 02:00 03:00 38 11
0:45 30 3 12:45 10 10 20 03:00 04:00 7 15 22
1:00 10 1 13:00 18 11 29 04:00 05:00 5 12 17
1:15 01 1 13:15 14 2 16 05:00 06:00 8 23 31
1:30 30 3 13:30 10 11 21 06:00 07:00 19 28 47
1:45 20 2 13:45 10 10 20 07:00 08:00 51 71 122
2:00 23 5 14:00 13 17 30 08:00 09:00 60 69 129
2:15 02 2 14:15 14 12 26 09:00 10:00 19 38 57
2:30 02 2 14:30 21 16 37 10:00 11:00 50 35 85
2:45 11 2 14:45 17 7 24 11:00 12:00 42 35 77
3:00 33 6 15:00 22 16 38 12:00 13:00 54 44 98
3:15 36 9 15:15 23 13 36 13:00 14:00 52 34 86
3:30 12 3 15:30 27 15 42 14:00 15:00 65 52 117
3:45 04 4 15:45 27 27 54 15:00 16:00 99 71 170
4:00 03 3 16:00 22 22 44 16:00 17:00 84 59 143
4:15 21 3 16:15 21 12 33 17:00 18:00 73 59 132
4:30 26 8 16:30 21 10 31 18:00 19:00 64 53 117
4:45 12 3 16:45 20 15 35 19:00 20:00 55 56 111
5:00 15 6 17:00 19 13 32 20:00 21:00 60 37 97
5:15 24 6 17:15 23 16 39 21:00 22:00 32 31 63
5:30 36 9 17:30 17 17 34 22:00 23:00 19 28 47
5:45 28 10 17:45 14 13 27 23:00 00:00 14 8 22
6:00 23 5 18:00 15 16 31
6:15 78 15 18:15 18 12 30 NB SB EB WB TOTAL
6:30 64 10 18:30 18 12 30 00:00 to 12:00
6:45 4 13 17 18:45 13 13 26 278 336 614
7:00 10 17 27 19:00 15 20 35 7:30 7:30 7:30
7:15 66 12 19:15 14 13 27 81 87 168
7:30 9 26 35 19:30 11 11 22 0.698 0.837 0.840
7:45 26 22 48 19:45 15 12 27
8:00 29 21 50 20:00 17 8 25 12:00 to 00:00
8:15 17 18 35 20:15 20 15 35 671 532 1203
8:30 7 20 27 20:30 13 11 24 15:00 15:15 15:15
8:45 7 10 17 20:45 10 3 13 99 77 176
9:00 6 12 18 21:00 88 16 0.917 0.713 0.815
9:15 55 10 21:15 88 16
9:30 2 13 15 21:30 46 10 07:00 to 09:00
9:45 68 14 21:45 12 9 21 111 140 251
10:00 5 12 17 22:00 88 16 7:30 7:30 7:30
10:15 15 6 21 22:15 37 10 81 87 168
10:30 17 6 23 22:30 56 11 0.698 0.837 0.840
10:45 13 11 24 22:45 37 10
11:00 7 11 18 23:00 40 4 16:00 to 18:00
11:15 11 7 18 23:15 33 6 157 118 275
11:30 67 13 23:30 23 5 16:00 16:45 16:00
11:45 18 10 28 23:45 52 7 84 61 143
TOTALS 0 0 278 336 614 TOTALS 0 0 671 532 1203 0.955 0.897 0.813 SPLIT % 0% 0% 45% 55% 34% SPLIT % 0% 0% 56% 44% 66%
Volume
VOLUME
Penny Ln Bet Capistrano Dr & Mcclure Rd
8/14/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 677 -
Street: Plaza Parkway
Limits: Sisk Road to Prescott Road
Direction: EB/WB
Date/Location of Survey 08/28/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 107
85th Percentile (mph) 35
10 mph Pace 26 - 35
Percent in Pace 74%
Average Daily Traffic (ADT) 7,884
Length of Segment (mi.) 0.40
Street Classification Major Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 16
Accident Rate (Acc/MVM) 4.64
Statewide Average Accident Rate 0.97
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Service and Retail.

A divided 4-lane major collector. Raised median with trees serves as median, concrete sidewalk is present on both the sides of the segment, No bicycle facilities are present . Intersection with Sisk Road and Prescott Road is controlled by signal. Left turn pocket exist at intersection with Sisk Road, Prescott Road and driveways. Right turn pocket exist at intersection with Sisk Road and Prescott Road. Marked crosswalk is present at intersection with Sisk Road and Prescott Road. On-street parking is not available along the segment. No school zone is present. A gentle horizontal curve is present on west side along the segment. High driveway density is present on both the sides of the segment.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 35 --> 35 §22358.7 - Lower the speed limit by additional 5-mph from the rounded speed due to presence of sidewalk/crosswalk, and retail land use (ped-bike generator): 35 --> 30
Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 30
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 678 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 1
19 20
21 2
22 23 1
24 1
25 1
26 4
27 1
28 7
29 4
30 8
31 6
32 5
33 4
34 5
35 3
36 1
37 38 2
39 40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 57 18 - 40 30 mph 34 mph 26 - 35 47 82% 10% / 6 8% / 4

SPEED PARAMETERS
Plaza Pkwy Bet Sisk Rd & Prescott Rd
City of Modesto
Eastbound Spot Speeds
11:10-11:50
8/28/2025
Project #: 25-090090-069
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 679 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 3
24 1
25 3
26 4
27 3
28 2
29 5
30 3
31 5
32 4
33 3
34 1
35 2
36 3
37 1
38 4
39 1
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 22 - 40 30 mph 36 mph 23 - 32 33 66% 2% / 1 32% / 16

SPEED PARAMETERS
Plaza Pkwy Bet Sisk Rd & Prescott Rd
City of Modesto
Westbound Spot Speeds
11:10-11:50
8/28/2025
Project #: 25-090090-069
0246
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 680 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 1
19 20
21 2
22 1
23 4
24 2
25 4
26 8
27 4
28 9
29 9
30 11
31 11
32 9
33 7
34 6
35 5
36 4
37 1
38 6
39 1
40 2
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 107 18 - 40 30 mph 35 mph 26 - 35 79 74% 13% / 14 14% / 14

SPEED PARAMETERS
Plaza Pkwy Bet Sisk Rd & Prescott Rd
City of Modesto
Eastbound & Westbound Spot Speeds
11:10-11:50
8/28/2025
Project #: 25-090090-069
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 681 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_069
NB SB EB WB Total
0 0 4,213 3,671 7,884

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 11 5 16 12:00 68 72 140 00:00 01:00 40 11 51
0:15 12 2 14 12:15 93 79 172 01:00 02:00 29 16 45
0:30 61 7 12:30 88 58 146 02:00 03:00 15 14 29
0:45 11 3 14 12:45 79 73 152 03:00 04:00 10 21 31
1:00 11 2 13 13:00 81 59 140 04:00 05:00 19 16 35
1:15 10 5 15 13:15 102 65 167 05:00 06:00 21 29 50
1:30 55 10 13:30 68 73 141 06:00 07:00 39 45 84
1:45 34 7 13:45 70 63 133 07:00 08:00 84 88 172
2:00 15 6 14:00 89 69 158 08:00 09:00 128 171 299
2:15 83 11 14:15 94 63 157 09:00 10:00 194 189 383
2:30 33 6 14:30 81 59 140 10:00 11:00 230 250 480
2:45 33 6 14:45 68 67 135 11:00 12:00 297 275 572
3:00 01 1 15:00 87 80 167 12:00 13:00 328 282 610
3:15 38 11 15:15 97 67 164 13:00 14:00 321 260 581
3:30 62 8 15:30 66 63 129 14:00 15:00 332 258 590
3:45 1 10 11 15:45 97 63 160 15:00 16:00 347 273 620
4:00 51 6 16:00 106 90 196 16:00 17:00 327 312 639
4:15 44 8 16:15 84 77 161 17:00 18:00 301 270 571
4:30 56 11 16:30 69 71 140 18:00 19:00 309 240 549
4:45 55 10 16:45 68 74 142 19:00 20:00 283 225 508
5:00 44 8 17:00 81 66 147 20:00 21:00 234 166 400
5:15 57 12 17:15 87 68 155 21:00 22:00 173 150 323
5:30 58 13 17:30 63 62 125 22:00 23:00 105 75 180
5:45 7 10 17 17:45 70 74 144 23:00 00:00 47 35 82
6:00 9 11 20 18:00 70 61 131
6:15 12 10 22 18:15 81 63 144 NB SB EB WB TOTAL
6:30 9 12 21 18:30 93 58 151 00:00 to 12:00
6:45 9 12 21 18:45 65 58 123 1106 1125 2231
7:00 23 24 47 19:00 90 59 149 11:00 11:00 11:00
7:15 20 18 38 19:15 63 53 116 297 275 572
7:30 18 21 39 19:30 71 52 123 0.895 0.881 0.935
7:45 23 25 48 19:45 59 61 120
8:00 26 32 58 20:00 51 45 96 12:00 to 00:00
8:15 25 43 68 20:15 73 50 123 3107 2546 5653
8:30 32 46 78 20:30 63 36 99 15:15 16:00 15:45
8:45 45 50 95 20:45 47 35 82 366 312 657
9:00 46 45 91 21:00 47 53 100 0.863 0.867 0.838
9:15 36 55 91 21:15 52 29 81
9:30 51 37 88 21:30 30 29 59 07:00 to 09:00
9:45 61 52 113 21:45 44 39 83 212 259 471
10:00 50 50 100 22:00 28 26 54 8:00 8:00 8:00
10:15 48 69 117 22:15 30 15 45 128 171 299
10:30 63 63 126 22:30 29 25 54 0.711 0.855 0.787
10:45 69 68 137 22:45 18 9 27
11:00 69 66 135 23:00 18 16 34 16:00 to 18:00
11:15 70 66 136 23:15 13 9 22 628 582 1210
11:30 83 65 148 23:30 94 13 16:00 16:00 16:00
11:45 75 78 153 23:45 76 13 327 312 639
TOTALS 0 0 1106 1125 2231 TOTALS 0 0 3107 2546 5653 0.771 0.867 0.815 SPLIT % 0% 0% 50% 50% 28% SPLIT % 0% 0% 55% 45% 72%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Plaza Pakwy Bet Sisk Rd & Prescott Rd
8/12/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
300
350
400
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
#5..
- 682 -
98 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 683 -
Street: Poust Road
Limits: Blue Gum Avenue to Woodland Avenue
Direction: NB/SB
Date/Location of Survey 08/28/2025
Posted Speed Limit (mph) 25
# Speed Data Collected 105
85th Percentile (mph) 31
10 mph Pace 22 - 31
Percent in Pace 85%
Average Daily Traffic (ADT) 1,227
Length of Segment (mi.) 0.51
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 0
Accident Rate (Acc/MVM) 0.00
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:

Signed:

Title:

A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential, and Institutional.

An undivided 2-lane minor collector. concrete sidewalk is present on both the sides of the segment, No bicycle facilities are present .

Intersections along the segment are either stop or yield controlled. Marked crosswalk is present at intersection with Blue Gum Avenue. Yellow marked school crosswalk is present at intersection with Chapparal Place, Mack Court and Kidd Avenue. On-street parking is available along the segment. School zone is present. A gentle horizontal curve is present on south side along the segment.

High driveway density is present on both the sides of the segment. §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 31 --> 30 §22358.6(b) - Lower the speed limit by 5-mph from the rounded speed limit if the speed limit was initially rounded down due to residential density as there are more than 16 houses within a quarter mile on both sides and presence of vulnerable pedestrian groups including children, and high collision rate as compared to statewide average collision rates: 30 --> 25 Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 25
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 684 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 21
22 1
23 8
24 5
25 7
26 2
27 10
28 6
29 3
30 2
31 5
32 2
33 1
34 35 1
36 37
38 1
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 55 19 - 38 27 mph 31 mph 23 - 32 50 91% 3% / 2 6% / 3

SPEED PARAMETERS
Poust Rd Bet Blue Gum Ave & Woodland Ave
City of Modesto
Northbound Spot Speeds
09:00-11:00
8/28/2025
Project #: 25-090090-070
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 685 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 1
19 20 1
21 22 2
23 24 6
25 7
26 6
27 7
28 6
29 3
30 31 3
32 1
33 1
34 2
35 1
36 1
37 1
38 39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 18 - 39 27 mph 32 mph 22 - 31 40 80% 4% / 2 16% / 8

SPEED PARAMETERS
Poust Rd Bet Blue Gum Ave & Woodland Ave
City of Modesto
Southbound Spot Speeds
09:00-11:00
8/28/2025
Project #: 25-090090-070
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 686 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 1
19 1
20 1
21 22 3
23 8
24 11
25 14
26 8
27 17
28 12
29 6
30 2
31 8
32 3
33 2
34 2
35 2
36 1
37 1
38 1
39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 105 18 - 39 27 mph 31 mph 22 - 31 89 85% 2% / 3 13% / 13

SPEED PARAMETERS
Poust Rd Bet Blue Gum Ave & Woodland Ave
City of Modesto
Northbound & Southbound Spot Speeds
09:00-11:00
8/28/2025
Project #: 25-090090-070
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#5..
- 687 -
Day: Thursday City: Modesto
Date: Project #: CA25_090089_070
NB SB EB WB Total
651 576 0 0 1,227

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 01 1 12:00 36 9 00:00 01:00 02 2
0:15 00 0 12:15 67 13 01:00 02:00 11 2
0:30 01 1 12:30 66 12 02:00 03:00 30 3
0:45 00 0 12:45 10 4 14 03:00 04:00 64 10
1:00 01 1 13:00 77 14 04:00 05:00 10 2 12
1:15 00 0 13:15 2 12 14 05:00 06:00 84 12
1:30 00 0 13:30 8 10 18 06:00 07:00 16 13 29
1:45 10 1 13:45 3 10 13 07:00 08:00 66 45 111
2:00 10 1 14:00 79 16 08:00 09:00 99 68 167
2:15 10 1 14:15 8 16 24 09:00 10:00 17 29 46
2:30 10 1 14:30 17 16 33 10:00 11:00 26 18 44
2:45 00 0 14:45 32 10 42 11:00 12:00 28 18 46
3:00 01 1 15:00 20 10 30 12:00 13:00 25 23 48
3:15 30 3 15:15 13 8 21 13:00 14:00 20 39 59
3:30 00 0 15:30 16 12 28 14:00 15:00 64 51 115
3:45 33 6 15:45 12 10 22 15:00 16:00 61 40 101
4:00 40 4 16:00 12 12 24 16:00 17:00 52 47 99
4:15 01 1 16:15 99 18 17:00 18:00 41 49 90
4:30 21 3 16:30 9 13 22 18:00 19:00 34 42 76
4:45 40 4 16:45 22 13 35 19:00 20:00 29 18 47
5:00 12 3 17:00 10 18 28 20:00 21:00 18 30 48
5:15 21 3 17:15 12 10 22 21:00 22:00 14 21 35
5:30 30 3 17:30 11 14 25 22:00 23:00 78 15
5:45 21 3 17:45 87 15 23:00 00:00 64 10
6:00 62 8 18:00 11 8 19
6:15 41 5 18:15 11 13 24 NB SB EB WB TOTAL
6:30 41 5 18:30 4 12 16 00:00 to 12:00
6:45 29 11 18:45 89 17 280 204 484
7:00 10 9 19 19:00 10 4 14 7:30 7:30 7:30
7:15 11 9 20 19:15 12 7 19 122 82 204
7:30 21 13 34 19:30 32 5 0.744 0.586 0.718
7:45 24 14 38 19:45 45 9
8:00 36 35 71 20:00 48 12 12:00 to 00:00
8:15 41 20 61 20:15 3 11 14 371 372 743
8:30 16 8 24 20:30 57 12 14:30 16:45 14:15
8:45 65 11 20:45 64 10 82 55 129
9:00 66 12 21:00 36 9 0.641 0.764 0.768
9:15 38 11 21:15 59 14
9:30 39 12 21:30 35 8 07:00 to 09:00
9:45 56 11 21:45 31 4 165 113 278
10:00 91 10 22:00 23 5 7:30 7:30 7:30
10:15 53 8 22:15 13 4 122 82 204
10:30 74 11 22:30 22 4 0.744 0.586 0.718
10:45 5 10 15 22:45 20 2
11:00 32 5 23:00 22 4 16:00 to 18:00
11:15 69 15 23:15 21 3 93 96 189
11:30 12 1 13 23:30 21 3 16:45 16:45 16:45
11:45 76 13 23:45 00 0 55 55 110
TOTALS 280 204 0 0 484 TOTALS 371 372 0 0 743 0.625 0.764 0.786 SPLIT % 58% 42% 0% 0% 39% SPLIT % 50% 50% 0% 0% 61%
Volume
Prepared by National Data & Surveying Services
VOLUME
Poust Rd Bet Blue Gum Ave & Woodland Ave
8/14/2025

Modesto City CouncilJune 9, 2026

Modesto City Council
June 9, 2026