Visalia City Council
July 20, 2026

“Provide a safe and reliable transportation network that serves all people and respects the environment”

4. On page three, per the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition, for Multifamily Housing (Land Use Code 220), the daily trip generation rate in Table I should be updated from 6.24 to 6.74.

If you have any other questions, please call Elizabeth Yelton, Transportation Planner at (559) 365-5140.

Sincerely,

Mr. DAVE PADILLA, Branch Chief
Local Development Branch
1447
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 App | B
(559) 570-8991
Appendix B: Traffic Counts
JlB!RAf.f.!f
-=-=-=-=-==-
1448
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:00 AM - 7:15 AM 1 13 66 4 3 1 14 50 7 3 0 13 16 18 4 0 17 50 9 1 7:15 AM - 7:30 AM 3 13 63 6 3 2 9 75 23 5 0 15 24 19 1 0 31 67 12 3 7:30 AM - 7:45 AM 3 37 64 20 5 0 19 94 26 2 0 17 64 16 2 0 31 79 18 3 7:45 AM - 8:00 AM 5 57 76 12 5 0 18 90 39 4 0 28 52 33 1 0 20 89 9 3 8:00 AM - 8:15 AM 3 38 82 6 7 1 14 68 32 7 0 22 62 29 1 0 14 80 12 0 8:15 AM - 8:30 AM 0 25 68 11 3 1 12 82 25 5 0 20 46 19 2 0 15 49 7 0 8:30 AM - 8:45 AM 0 17 43 11 5 1 12 56 26 2 0 22 41 12 3 0 17 58 8 2 8:45 AM - 9:00 AM 0 14 66 8 3 2 7 61 18 5 0 12 37 5 0 0 12 55 18 0 TOTAL 15 214 528 78 34 8 105 576 196 33 0 149 342 151 14 0 157 527 93 12 Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 4:00 PM - 4:15 PM 2 19 83 13 8 2 33 90 42 4 0 26 58 26 2 0 14 57 20 1 4:15 PM - 4:30 PM 2 23 88 21 3 1 19 76 26 2 0 29 67 17 1 0 14 50 12 1 4:30 PM - 4:45 PM 3 19 77 19 1 0 34 100 28 3 0 18 50 7 0 0 11 60 8 2 4:45 PM - 5:00 PM 1 16 79 18 2 1 38 75 22 2 0 22 75 22 3 0 15 56 12 2 5:00 PM - 5:15 PM 2 18 82 17 2 1 24 111 25 5 0 16 63 14 0 0 19 52 25 0 5:15 PM - 5:30 PM 6 25 84 29 1 1 32 81 31 3 0 20 66 19 0 0 18 62 14 0 5:30 PM - 5:45 PM 1 12 64 15 0 1 25 73 12 0 0 38 66 15 3 0 9 63 9 2 5:45 PM - 6:00 PM 0 18 70 25 0 1 32 94 25 3 0 25 61 18 3 0 14 49 19 0 TOTAL 17 150 627 157 17 8 237 700 211 22 0 194 506 138 12 0 114 449 119 8 PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:30 AM - 8:30 AM 11 157 290 49 20 2 63 334 122 18 0 87 224 97 6 0 80 297 46 6 4:30 PM - 5:30 PM 12 78 322 83 6 3 128 367 106 13 0 76 254 62 3 0 63 230 59 4 PHF Trucks PHF
AM 0.880 2.7% PM 106 367 128 3 0.932
PM 0.944 1.4% AM 122 334 63 2 0.886
PHF 0.824 0.903
AM PM
0 0 46 59
76 87 297 230
254 224 80 63
62 97 0 0
PM AM
PHF

0.826 0.917 PHF

0.845 11 157 290 49 AM

0.859 12 78 322 83 PM
Southbound
Southbound Eastbound
Northbound Eastbound Westbound
Northbound Southbound Eastbound Westbound

Walnut Ave
Northbound Westbound
Walnut Ave
Lovers Lane
Lovers Lane
Turning Movement Report
Walnut Ave @ Lovers Lane
Tulare
Tuesday, September 9, 2025 Clear

36.3127
-119.2606
Metro]affic
~
D.aia_lnc. - - -- -- - - -- -- -- -- -- -- - -

I I I I I I I I I I I I I I I I I I I I I
@
North
1449
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0
7:15 AM - 7:30 AM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0
7:30 AM - 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM - 8:00 AM 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0
8:00 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM - 8:30 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0
8:30 AM - 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM - 9:00 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 1 0 0 1 0 1 0 3 0 1 0 0 0 0 0 0
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM - 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:15 PM - 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:30 PM - 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0
4:45 PM - 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM - 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0
5:15 PM - 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM - 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM - 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:30 AM - 8:30 AM 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0
4:30 PM - 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0
Bikes Peds Peds <>
AM Peak Total 1 2 PM 0 0 0 0
PM Peak Total 2 0 AM 0 1 0 1 Peds <>
0 0
AM PM
0 0 0 0
0 0 0 2
0 0 0 0
PM AM
Peds <>
0 0
Peds <>
1 0 0 0 AM
0 0 0 0 PM
Turning Movement Report
Walnut Ave @ Lovers Lane 36.3127
Tulare -119.2606
Tuesday, September 9, 2025 Clear
E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes
Westbound Bikes W.Leg
Peds
Lovers Lane
Walnut Ave Walnut Ave
Lovers Lane Page 2 of 3
Northbound Bikes N.Leg
Peds
Southbound Bikes

I I I I I I I I I I I I I I I I I
t----+---------.J" l L .----------....
....... @ ... t-----t-------- North i-----------+--
, t r
., r
I I I I I .__________
1450
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:00 AM - 7:15 AM 0 15 14 3 1 0 1 6 5 0 0 3 11 1 0 0 5 15 2 0 7:15 AM - 7:30 AM 0 14 19 3 0 0 6 12 8 0 0 8 14 15 0 0 2 22 5 0 7:30 AM - 7:45 AM 0 29 28 0 2 0 11 9 12 0 0 12 21 4 0 0 1 21 2 1 7:45 AM - 8:00 AM 0 28 65 2 0 0 3 12 16 1 0 38 18 9 0 0 1 34 13 1 8:00 AM - 8:15 AM 0 21 33 1 0 0 5 26 15 0 0 12 14 12 2 0 1 33 6 1 8:15 AM - 8:30 AM 0 13 10 1 1 0 2 10 3 0 0 5 12 14 0 0 0 19 2 0 8:30 AM - 8:45 AM 0 7 9 1 0 0 4 10 9 1 0 7 8 6 0 0 2 9 1 0 8:45 AM - 9:00 AM 0 9 8 3 1 0 1 10 5 0 0 8 11 2 0 0 2 19 4 0 TOTAL 0 136 186 14 5 0 33 95 73 2 0 93 109 63 2 0 14 172 35 3 Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 4:00 PM - 4:15 PM 0 9 16 1 2 0 8 21 7 0 0 8 13 18 1 0 3 18 4 0 4:15 PM - 4:30 PM 0 5 20 0 1 0 3 31 11 0 0 8 17 16 0 0 0 21 0 1 4:30 PM - 4:45 PM 0 9 14 3 1 0 8 23 6 0 0 6 14 14 2 0 1 18 2 0 4:45 PM - 5:00 PM 0 5 12 1 0 0 7 26 8 1 0 15 20 9 0 0 4 17 2 0 5:00 PM - 5:15 PM 0 13 24 1 0 0 14 19 9 0 0 11 24 12 0 0 6 15 10 0 5:15 PM - 5:30 PM 0 11 12 3 0 0 2 27 7 0 0 5 21 12 0 0 5 21 1 0 5:30 PM - 5:45 PM 0 16 19 1 0 0 4 22 7 1 0 10 13 13 0 0 0 23 3 0 5:45 PM - 6:00 PM 0 14 18 2 0 0 3 25 4 0 0 9 16 15 0 0 3 18 2 0 TOTAL 0 82 135 12 4 0 49 194 59 2 0 72 138 109 3 0 22 151 24 1 PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:15 AM - 8:15 AM 0 92 145 6 2 0 25 59 51 1 0 70 67 40 2 0 5 110 26 3 5:00 PM - 6:00 PM 0 54 73 7 0 0 23 93 27 1 0 35 74 52 0 0 14 77 16 0 PHF Trucks PHF
AM 0.728 1.1% PM 27 93 23 0 0.851
PM 0.862 0.2% AM 51 59 25 0 0.734
PHF 0.856 0.681
AM PM
0 0 26 16
35 70 110 77
74 67 5 14
52 40 0 0
PM AM
PHF

0.734 0.863 PHF

0.639 0 92 145 6 AM

0.882 0 54 73 7 PM
Turning Movement Report
K Ave @ Pinkham St
Tulare
Tuesday, September 9, 2025 Clear

36.3062
-119.2695

K Ave
Northbound Westbound
K Ave
Pinkham St
Pinkham St
Southbound
Southbound Eastbound
Northbound Eastbound Westbound
Northbound Southbound Eastbound Westbound
Metro]affic
~
D.aia_lnc. - - -- -- - - -- -- -- -- -- -- - -

I I I I I I I I I I I I I I I I I I I I I
@
North
1451
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM - 7:30 AM 0 0 0 2 0 0 0 2 0 0 0 2 0 0 0 1
7:30 AM - 7:45 AM 0 0 0 2 0 0 0 3 0 0 0 0 0 1 0 2
7:45 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0
8:00 AM - 8:15 AM 0 0 0 1 0 0 0 1 0 0 0 4 0 0 0 0
8:15 AM - 8:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0
8:30 AM - 8:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0
8:45 AM - 9:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0
TOTAL 0 0 0 5 0 0 0 9 0 0 0 7 0 1 0 3
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM - 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:15 PM - 4:30 PM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0
4:30 PM - 4:45 PM 0 0 0 0 1 1 0 1 0 0 0 2 0 0 0 0
4:45 PM - 5:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM - 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0
5:15 PM - 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0
5:30 PM - 5:45 PM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2
5:45 PM - 6:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2
TOTAL 0 2 0 0 2 2 0 3 0 0 0 4 0 0 0 5
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:15 AM - 8:15 AM 0 0 0 5 0 0 0 6 0 0 0 7 0 1 0 3
5:00 PM - 6:00 PM 0 1 0 0 1 1 0 0 0 0 0 2 0 0 0 4
Bikes Peds Peds <>
AM Peak Total 1 21 PM 0 1 1 0
PM Peak Total 3 6 AM 0 0 0 5 Peds <>
4 3
AM PM
0 0 0 0
0 0 1 0
0 0 0 0
PM AM
Peds <>
7 2
Peds <>
6 0 0 0 AM
0 0 1 0 PM
Westbound Bikes W.Leg
Peds
Pinkham St
K Ave K Ave
Pinkham St Page 2 of 3
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Turning Movement Report
K Ave @ Pinkham St 36.3062
Tulare -119.2695
Tuesday, September 9, 2025 Clear

I I I I I I I I I I I I I I I I I
t----+---------.J" l L .----------....
- ....... @ ... - North
, t r
., r
I I I I I .__________
1452
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:00 AM - 7:15 AM 0 4 73 0 4 3 0 66 9 3 0 5 0 13 0 0 0 0 0 0 7:15 AM - 7:30 AM 0 5 67 0 2 0 0 107 7 3 0 5 0 15 0 0 0 0 0 0 7:30 AM - 7:45 AM 0 9 94 0 6 0 0 159 4 1 0 12 0 22 0 0 0 0 0 0 7:45 AM - 8:00 AM 1 23 95 0 7 2 0 149 8 4 0 7 0 23 0 0 0 0 0 0 8:00 AM - 8:15 AM 0 20 121 0 7 2 0 103 7 3 0 4 0 16 2 0 0 0 0 0 8:15 AM - 8:30 AM 1 5 80 0 3 2 0 92 12 3 0 4 0 4 0 0 0 0 0 0 8:30 AM - 8:45 AM 2 5 62 0 4 1 0 80 4 6 0 2 0 7 0 0 0 0 0 0 8:45 AM - 9:00 AM 0 8 84 0 3 0 0 63 8 2 0 3 0 7 0 0 0 0 0 0 TOTAL 4 79 676 0 36 10 0 819 59 25 0 42 0 107 2 0 0 0 0 0 Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 4:00 PM - 4:15 PM 1 9 116 0 7 2 0 93 12 1 0 3 0 13 0 0 0 0 0 0 4:15 PM - 4:30 PM 0 11 129 0 4 1 0 96 12 2 0 7 0 10 1 0 0 0 0 0 4:30 PM - 4:45 PM 0 10 111 0 0 0 0 90 11 3 0 5 0 11 1 0 0 0 0 0 4:45 PM - 5:00 PM 2 10 125 0 2 0 0 89 15 1 0 5 0 9 0 0 0 0 0 0 5:00 PM - 5:15 PM 2 17 126 0 2 4 0 119 13 4 0 5 0 19 0 0 0 0 0 0 5:15 PM - 5:30 PM 0 6 115 0 1 1 0 106 14 1 0 7 0 8 0 0 0 0 0 0 5:30 PM - 5:45 PM 2 15 96 0 0 0 0 84 11 0 0 6 0 7 0 0 0 0 0 0 5:45 PM - 6:00 PM 1 12 93 0 0 2 0 94 12 3 0 10 0 8 0 0 0 0 0 0 TOTAL 8 90 911 0 16 10 0 771 100 15 0 48 0 85 2 0 0 0 0 0 PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:15 AM - 8:15 AM 1 57 377 0 22 4 0 518 26 11 0 28 0 76 2 0 0 0 0 0 4:15 PM - 5:15 PM 4 48 491 0 8 5 0 394 51 10 0 22 0 49 2 0 0 0 0 0 PHF Trucks PHF
AM 0.882 3.2% PM 51 394 0 5 0.827
PM 0.872 1.9% AM 26 518 0 4 0.84
PHF 0.74 0.765
AM PM
0 0 0 0
22 28 0 0
0 0 0 0
49 76 0 0
PM AM
PHF
##### ##### PHF

0.771 1 57 377 0 AM

0.936 4 48 491 0 PM
Turning Movement Report
K Ave @ Lovers Lane
Tulare
Tuesday, September 9, 2025 Clear

36.3056
-119.2606

K Ave
Northbound Westbound
K Ave
Lovers Lane
Lovers Lane
Southbound
Southbound Eastbound
Northbound Eastbound Westbound
Northbound Southbound Eastbound Westbound
Metro]affic
~
D.aia_lnc. - - -- -- - - -- -- -- -- -- -- - -

I I I I I I I I I I I I I I I I I I I I I
@
North
1453
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time
7:00 AM - 7:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:15 AM - 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM - 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM - 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM - 8:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0
8:45 AM - 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0
Time
4:00 PM - 4:15 PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:15 PM - 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
4:30 PM - 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM - 5:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0
5:00 PM - 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM - 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM - 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM - 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 3

PEAK HOUR
7:15 AM - 8:15 AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:15 PM - 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0
AM Peak Total
Bikes Peds Peds <>
PM Peak Total 0 0 PM 0 0 0 1
1 1 AM 0 0 0 0 Peds <>
0 0
AM PM
0 0 0 1
0 0 0 0
0 0 0 0
PM AM
Peds <>
0 0
Peds <>
0 0 0 0 AM
0 0 0 0 PM
Westbound Bikes W.Leg
Peds
Lovers Lane
K Ave K Ave
Lovers Lane Page 2 of 3
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Turning Movement Report
K Ave @ Lovers Lane 36.3056
Tulare -119.2606
Tuesday, September 9, 2025 Clear

I I I I I I I I I I I I I I I I I
t----+---------.J" l L .----------....
- ....... @ ... - North
, t r
., r
I I I I I .__________
1454
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:00 AM - 7:15 AM 0 0 60 0 5 1 0 78 4 3 0 14 0 0 0 0 0 0 0 0 7:15 AM - 7:30 AM 0 2 58 0 3 0 0 113 6 3 0 13 0 1 0 0 0 0 0 0 7:30 AM - 7:45 AM 0 1 86 0 6 2 0 183 3 1 0 15 0 7 0 0 0 0 0 0 7:45 AM - 8:00 AM 1 0 106 0 8 0 0 166 4 3 0 12 0 12 0 0 0 0 0 0 8:00 AM - 8:15 AM 0 3 132 0 8 1 0 109 9 4 0 9 0 3 1 0 0 0 0 0 8:15 AM - 8:30 AM 0 1 80 0 4 2 0 84 10 3 0 3 0 5 0 0 0 0 0 0 8:30 AM - 8:45 AM 0 0 63 0 3 1 0 82 4 5 0 3 0 1 0 0 0 0 0 0 8:45 AM - 9:00 AM 0 1 85 0 3 1 0 69 1 3 0 5 0 1 0 0 0 0 0 0 TOTAL 1 8 670 0 40 8 0 884 41 25 0 74 0 30 1 0 0 0 0 0
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 4:00 PM - 4:15 PM 0 1 119 0 7 0 0 100 4 1 0 6 0 2 1 0 0 0 0 0 4:15 PM - 4:30 PM 0 4 140 0 3 0 0 93 12 4 0 3 0 2 1 0 0 0 0 0 4:30 PM - 4:45 PM 1 5 115 0 0 0 0 87 10 2 0 7 0 0 0 0 0 0 0 0 4:45 PM - 5:00 PM 0 3 123 0 2 2 0 90 9 1 0 11 0 0 0 0 0 0 0 0 5:00 PM - 5:15 PM 0 7 130 0 2 2 0 132 7 4 0 10 0 2 0 0 0 0 0 0 5:15 PM - 5:30 PM 0 4 110 0 2 2 0 98 11 1 0 8 0 1 0 0 0 0 0 0 5:30 PM - 5:45 PM 0 1 106 0 0 2 0 82 15 0 0 5 0 1 0 0 0 0 0 0 5:45 PM - 6:00 PM 2 4 104 0 0 0 0 82 14 4 0 5 0 1 0 0 0 0 0 0 TOTAL 3 29 947 0 16 8 0 764 82 17 0 55 0 9 2 0 0 0 0 0
PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:15 AM - 8:15 AM 1 6 382 0 25 3 0 571 22 11 0 49 0 23 1 0 0 0 0 0 4:15 PM - 5:15 PM 1 19 508 0 7 4 0 402 38 11 0 31 0 4 1 0 0 0 0 0 PHF Trucks PHF
AM 0.878 3.5% PM 38 402 0 4 0.787
PM 0.868 1.9% AM 22 571 0 3 0.793
PHF 0.729 0.75
AM PM
0 0 0 0
31 49 0 0
0 0 0 0
4 23 0 0
PM AM
PHF
##### ##### PHF

0.72 1 6 382 0 AM

0.917 1 19 508 0 PM
Southbound
Southbound Eastbound
Northbound Eastbound Westbound
Northbound Southbound Eastbound Westbound

Northbound Westbound
Sunnyside Ave
Lovers Lane
Lovers Lane
Turning Movement Report
Sunnyside Ave @ Lovers Lane
Tulare
Tuesday, September 9, 2025 Clear

36.3020
-119.2607
Metro]affic
~
D.aia_lnc. - - -- -- - - -- -- -- -- -- -- - -

I I I I I I I I I I I I I I I I I I I I I
@
North
1455
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM - 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM - 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
8:15 AM - 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM - 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM - 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM - 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM - 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM - 4:45 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0
4:45 PM - 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM - 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM - 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM - 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM - 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:15 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:15 PM - 5:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0
Bikes Peds Peds <>
AM Peak Total 0 1 PM 0 1 0 0
PM Peak Total 1 0 AM 0 0 0 0 Peds <>
0 1
AM PM
0 0 0 0
0 0 0 0
0 0 0 0
PM AM
Peds <>
0 0
Peds <>
0 0 0 0 AM
0 0 0 0 PM
Turning Movement Report
Sunnyside Ave @ Lovers Lane 36.3020
Tulare -119.2607
Tuesday, September 9, 2025 Clear
E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes
Westbound Bikes W.Leg
Peds
Lovers Lane
Sunnyside Ave
Lovers Lane Page 2 of 3
Northbound Bikes N.Leg
Peds
Southbound Bikes

I I I I I I I I I I I I I I I I I
t----+---------.J" l L .----------....
....... @ ... t-----t-------- North i-----------+--
, t r
., r
I I I I I .__________
1456
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:00 AM - 7:15 AM 0 0 0 0 0 0 6 0 5 0 0 1 26 0 2 0 0 36 5 2 7:15 AM - 7:30 AM 0 0 0 0 0 0 8 0 13 0 0 5 52 0 1 0 0 41 3 2 7:30 AM - 7:45 AM 0 0 0 0 0 0 14 0 11 0 0 11 58 0 2 0 0 67 12 0 7:45 AM - 8:00 AM 0 0 0 0 0 0 6 0 7 0 0 8 60 0 2 0 0 87 7 1 8:00 AM - 8:15 AM 0 0 0 0 0 0 6 0 9 0 0 7 45 0 0 0 0 113 8 1 8:15 AM - 8:30 AM 0 0 0 0 0 0 3 0 8 0 0 9 43 0 2 0 0 85 9 1 8:30 AM - 8:45 AM 0 0 0 0 0 0 2 0 6 0 0 8 35 0 3 0 0 71 6 0 8:45 AM - 9:00 AM 0 0 0 0 0 0 4 0 12 0 0 8 52 0 1 0 0 63 1 0 TOTAL 0 0 0 0 0 0 49 0 71 0 0 57 371 0 13 0 0 563 51 7
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 4:00 PM - 4:15 PM 0 0 0 0 0 0 2 0 9 0 0 14 79 0 2 0 0 72 3 1 4:15 PM - 4:30 PM 0 0 0 0 0 0 3 0 17 0 0 12 78 0 0 0 0 86 9 3 4:30 PM - 4:45 PM 0 0 0 0 0 0 6 0 7 0 0 11 85 0 0 0 0 73 10 0 4:45 PM - 5:00 PM 0 0 0 0 0 0 1 0 11 1 0 8 84 0 2 0 0 66 8 0 5:00 PM - 5:15 PM 0 0 0 0 0 0 4 0 6 0 0 14 79 0 0 0 0 90 6 0 5:15 PM - 5:30 PM 0 0 0 0 0 0 2 0 17 0 0 8 82 0 1 0 0 83 7 2 5:30 PM - 5:45 PM 0 0 0 0 0 0 3 0 8 0 0 10 80 0 0 0 0 79 4 0 5:45 PM - 6:00 PM 0 0 0 0 0 0 1 0 7 0 0 19 76 0 1 0 0 67 8 1 TOTAL 0 0 0 0 0 0 22 0 82 1 0 96 643 0 6 0 0 616 55 7
PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:30 AM - 8:30 AM 0 0 0 0 0 0 29 0 35 0 0 35 206 0 6 0 0 352 36 3 4:15 PM - 5:15 PM 0 0 0 0 0 0 14 0 41 1 0 45 326 0 2 0 0 315 33 3 PHF Trucks PHF
AM 0.922 1.3% PM 41 0 14 0 0.688
PM 0.944 0.8% AM 35 0 29 0 0.64
PHF 0.966 0.873
AM PM
0 0 36 33
45 35 352 315
326 206 0 0
0 0 0 0
PM AM
PHF

0.802 0.906 PHF
##### 0 0 0 0 AM
##### 0 0 0 0 PM
Turning Movement Report
Caldwell Ave @ Pinkham St
Tulare
Tuesday, September 9, 2025 Clear

36.2983
-119.2698

Caldwell Ave
Northbound Westbound
Caldwell Ave
Pinkham St
Southbound
Southbound Eastbound
Northbound Eastbound Westbound
Northbound Southbound Eastbound Westbound
Metro]affic
~
D.aia_lnc. - - -- -- - - -- -- -- -- -- -- - -

I I I I I I I I I I I I I I I I I I I I I
@
North
1457
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM - 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM - 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM - 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM - 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
8:45 AM - 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM - 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM - 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM - 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM - 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM - 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM - 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM - 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM - 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:30 AM - 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM - 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Bikes Peds Peds <>
AM Peak Total 0 0 PM 0 0 0 0
PM Peak Total 0 0 AM 0 0 0 0 Peds <>
0 0
AM PM
0 0 0 0
0 0 0 0
0 0 0 0
PM AM
Peds <>
0 0
Peds <>
0 0 0 0 AM
0 0 0 0 PM
Westbound Bikes W.Leg
Peds
Pinkham St
Caldwell Ave Caldwell Ave

Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Turning Movement Report
Caldwell Ave @ Pinkham St 36.2983
Tulare -119.2698
Tuesday, September 9, 2025 Clear

I I I I I I I I I I I I I I I I I
t----+---------.J" l L .----------....
....... @ ... t-----t-------- North i-----------+--
, t r
., r
I I I I I .__________
1458
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:00 AM - 7:15 AM 0 7 50 4 4 0 14 60 10 3 0 6 13 15 1 0 5 23 11 2 7:15 AM - 7:30 AM 0 2 40 3 2 0 11 96 10 3 0 7 37 27 1 0 7 30 10 2 7:30 AM - 7:45 AM 0 7 67 14 6 0 22 144 15 1 0 4 51 23 1 0 18 61 14 1 7:45 AM - 8:00 AM 0 12 67 9 8 0 29 128 19 3 0 9 41 18 1 0 14 69 34 1 8:00 AM - 8:15 AM 0 18 95 9 8 1 21 77 12 3 0 10 35 11 0 0 13 75 27 0 8:15 AM - 8:30 AM 0 14 57 5 3 0 13 75 15 4 0 11 33 7 2 0 7 73 9 0 8:30 AM - 8:45 AM 0 12 58 4 4 0 9 63 14 4 0 6 20 8 1 0 3 41 6 0 8:45 AM - 9:00 AM 0 7 62 7 4 0 9 44 20 3 0 15 22 8 1 0 7 36 6 0 TOTAL 0 79 496 55 39 1 128 687 115 24 0 68 252 117 8 0 74 408 117 6 Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 4:00 PM - 4:15 PM 0 10 91 8 8 0 22 60 21 1 0 18 46 5 2 0 9 46 20 3 4:15 PM - 4:30 PM 0 18 104 9 4 0 23 55 16 2 0 23 51 14 0 0 9 60 16 3 4:30 PM - 4:45 PM 0 12 86 8 0 0 21 55 19 3 0 21 62 6 0 0 9 54 13 0 4:45 PM - 5:00 PM 0 16 83 10 1 1 16 63 10 1 0 17 53 13 0 0 8 52 24 1 5:00 PM - 5:15 PM 0 11 84 9 0 0 18 74 18 3 0 27 54 8 4 0 10 70 24 1 5:15 PM - 5:30 PM 0 14 82 8 0 1 25 70 25 2 0 22 56 9 1 0 11 49 15 2 5:30 PM - 5:45 PM 0 8 66 9 0 0 16 47 15 0 1 15 54 13 0 0 7 55 19 0 5:45 PM - 6:00 PM 0 7 74 4 0 0 14 52 13 3 0 19 57 3 1 0 2 58 18 1 TOTAL 0 96 670 65 13 2 155 476 137 15 1 162 433 71 8 0 65 444 149 11 PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:30 AM - 8:30 AM 0 51 286 37 25 1 85 424 61 11 0 34 160 59 4 0 52 278 84 2 4:15 PM - 5:15 PM 0 57 357 36 5 1 78 247 63 9 0 88 220 41 4 0 36 236 77 5 PHF Trucks PHF
AM 0.898 2.6% PM 63 247 78 1 0.884
PM 0.944 1.5% AM 61 424 85 1 0.789
PHF 0.98 0.811
AM PM
0 0 84 77
88 34 278 236
220 160 52 36
41 59 0 0
PM AM
PHF

0.885 0.839 PHF

0.766 0 51 286 37 AM

0.859 0 57 357 36 PM
Southbound
Southbound Eastbound
Northbound Eastbound Westbound
Northbound Southbound Eastbound Westbound

Caldwell Ave
Northbound Westbound
Caldwell Ave
Lovers Lane
Lovers Lane
Turning Movement Report
Caldwell Ave @ Lovers Lane
Tulare
Tuesday, September 9, 2025 Clear

36.2983
-119.2609
Metro]affic
~
D.aia_lnc. - - -- -- - - -- -- -- -- -- -- - -

I I I I I I I I I I I I I I I I I I I I I
@
North
1459
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:

JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM - 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM - 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM - 8:15 AM 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 4
8:15 AM - 8:30 AM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1
8:30 AM - 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM - 9:00 AM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0
TOTAL 0 0 0 5 0 0 0 2 0 0 0 0 0 0 0 5
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM - 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM - 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:30 PM - 4:45 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0
4:45 PM - 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM - 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM - 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM - 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM - 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:30 AM - 8:30 AM 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 5
4:15 PM - 5:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1
Bikes Peds Peds <>
AM Peak Total 0 10 PM 0 1 0 0
PM Peak Total 1 1 AM 0 0 0 5 Peds <>
1 5
AM PM
0 0 0 0
0 0 0 0
0 0 0 0
PM AM
Peds <>
0 0
Peds <>
0 0 0 0 AM
0 0 0 0 PM
Turning Movement Report
Caldwell Ave @ Lovers Lane 36.2983
Tulare -119.2609
Tuesday, September 9, 2025 Clear
E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes
Westbound Bikes W.Leg
Peds
Lovers Lane
Caldwell Ave Caldwell Ave
Lovers Lane Page 2 of 3
Northbound Bikes N.Leg
Peds
Southbound Bikes

I I I I I I I I I I I I I I I I I
t----+---------.J" l L .----------....
....... @ ... t-----t-------- North i-----------+--
, t r
., r
I I I I I .__________
1460
File Name : 07 Road 148 at Caldwell
Site Code : 00000000
Start Date : 10/23/2025
Page No : 1
Groups Printed- Unshifted
RD 148
From North
AVE 280
From East
RD 148
From South
AVE 280
From West
Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Int. Total 07:00 AM 3 0 5 0 1 38 1 1 2 1 4 0 1 28 4 0 89
07:15 AM 4 5 12 0 3 47 3 0 1 5 2 0 2 40 4 0 128
07:30 AM 16 5 3 0 4 89 2 0 3 8 6 0 0 59 9 0 204
07:45 AM 24 11 5 0 6 110 2 3 4 6 5 0 6 80 11 0 273
Total 47 21 25 0 14 284 8 4 10 20 17 0 9 207 28 0 694
08:00 AM 30 5 9 0 2 86 2 0 4 3 2 0 3 53 13 0 212
08:15 AM 5 2 3 0 4 55 3 0 2 3 4 0 5 34 6 0 126
08:30 AM 3 0 1 0 1 55 0 0 1 4 2 0 3 40 1 0 111
08:45 AM 1 2 2 0 3 51 1 0 1 2 3 0 2 40 2 0 110
Total 39 9 15 0 10 247 6 0 8 12 11 0 13 167 22 0 559
*** BREAK ***
04:00 PM 9 5 4 0 6 69 5 0 8 5 3 0 4 85 2 0 205
04:15 PM 4 6 5 0 3 95 4 0 6 8 3 0 3 84 3 0 224
04:30 PM 5 2 3 0 3 73 4 0 1 2 3 0 5 68 4 0 173
04:45 PM 14 7 3 0 7 88 2 0 8 5 1 0 5 65 3 0 208
Total 32 20 15 0 19 325 15 0 23 20 10 0 17 302 12 0 810 05:00 PM 7 6 0 0 7 80 0 0 8 4 2 0 3 72 6 0 195
05:15 PM 3 3 1 0 4 87 4 0 0 3 3 0 6 88 5 0 207
05:30 PM 4 3 2 0 3 58 0 0 4 0 0 0 7 75 1 0 157
05:45 PM 4 2 1 0 6 70 3 0 3 1 1 0 5 95 3 0 194
Total 18 14 4 0 20 295 7 0 15 8 6 0 21 330 15 0 753
Grand Total 136 64 59 0 63 1151 36 4 56 60 44 0 60 1006 77 0 2816 Apprch % 52.5 24.7 22.8 0 5 91.8 2.9 0.3 35 37.5 27.5 0 5.2 88 6.7 0 Total % 4.8 2.3 2.1 0 2.2 40.9 1.3 0.1 2 2.1 1.6 0 2.1 35.7 2.7 0 JLB Traffic Engineering, Inc.
516 West Shaw Avenue, Suite 103
Fresno, CA, 93704
Traffic Engineering, Transportation, & Parking Solutions www.JLBtraffic.com

I I I I I I
1461
File Name : 07 Road 148 at Caldwell
Site Code : 00000000
Start Date : 10/23/2025
Page No : 2
RD 148
From North
AVE 280
From East
RD 148
From South
AVE 280
From West
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 4 5 12 0 21 3 47 3 0 53 1 5 2 0 8 2 40 4 0 46 128 07:30 AM 16 5 3 0 24 4 89 2 0 95 3 8 6 0 17 0 59 9 0 68 204 07:45 AM 24 11 5 0 40 6 110 2 3 121 4 6 5 0 15 6 80 11 0 97 273 08:00 AM 30 5 9 0 44 2 86 2 0 90 4 3 2 0 9 3 53 13 0 69 212 Total Volume 74 26 29 0 129 15 332 9 3 359 12 22 15 0 49 11 232 37 0 280 817 % App. Total 57.4 20.2 22.5 0 4.2 92.5 2.5 0.8 24.5 44.9 30.6 0 3.9 82.9 13.2 0 PHF .617 .591 .604 .000 .733 .625 .755 .750 .250 .742 .750 .688 .625 .000 .721 .458 .725 .712 .000 .722 .748 RD 148
AVE 280
AVE 280
RD 148
Right
74 Thru
26 Left
29 Peds
0 Out In Total
74 129 203
Right
15 Thru
332
Left
9 Peds
3 Out Total In
273 359 632
Left
15 Thru
22 Right
12 Peds
0 Out In Total
46 49 95
Left
37 Thru
232
Right
11 Peds
0 Total Out In
421 280 701
Peak Hour Begins at 07:15 AM
Unshifted
Peak Hour Data
North
JLB Traffic Engineering, Inc.
516 West Shaw Avenue, Suite 103
Fresno, CA, 93704
Traffic Engineering, Transportation, & Parking Solutions www.JLBtraffic.com
c:::Jy==

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I I I I
17 -
1462
File Name : 07 Road 148 at Caldwell
Site Code : 00000000
Start Date : 10/23/2025
Page No : 3
RD 148
From North
AVE 280
From East
RD 148
From South
AVE 280
From West
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 9 5 4 0 18 6 69 5 0 80 8 5 3 0 16 4 85 2 0 91 205 04:15 PM 4 6 5 0 15 3 95 4 0 102 6 8 3 0 17 3 84 3 0 90 224 04:30 PM 5 2 3 0 10 3 73 4 0 80 1 2 3 0 6 5 68 4 0 77 173 04:45 PM 14 7 3 0 24 7 88 2 0 97 8 5 1 0 14 5 65 3 0 73 208 Total Volume 32 20 15 0 67 19 325 15 0 359 23 20 10 0 53 17 302 12 0 331 810 % App. Total 47.8 29.9 22.4 0 5.3 90.5 4.2 0 43.4 37.7 18.9 0 5.1 91.2 3.6 0 PHF .571 .714 .750 .000 .698 .679 .855 .750 .000 .880 .719 .625 .833 .000 .779 .850 .888 .750 .000 .909 .904 RD 148
AVE 280
AVE 280
RD 148
Right
32 Thru
20 Left
15 Peds
0 Out In Total
51 67 118
Right
19 Thru
325
Left
15 Peds
0 Out Total In
340 359 699
Left
10 Thru
20 Right
23 Peds
0 Out In Total
52 53 105
Left
12 Thru
302
Right
17 Peds
0 Total Out In
367 331 698
Peak Hour Begins at 04:00 PM
Unshifted
Peak Hour Data
North
JLB Traffic Engineering, Inc.
516 West Shaw Avenue, Suite 103
Fresno, CA, 93704
Traffic Engineering, Transportation, & Parking Solutions www.JLBtraffic.com
I
1111- 1

I I I I I
I ►
◄ ►

I I I I
◄--
I
l
1463
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 1 0 1 0 2 1 3 2 0 6 8
1:00 AM 1 0 1 1 3 1 2 1 0 4 7
2:00 AM 1 1 0 2 4 0 1 0 1 2 6
3:00 AM 0 2 0 0 2 1 1 0 2 4 6
4:00 AM 2 1 2 2 7 2 1 2 5 10 17
5:00 AM 2 3 11 5 21 3 3 6 5 17 38
6:00 AM 8 4 11 14 37 7 10 5 11 33 70
7:00 AM 19 32 42 116 209 12 26 32 31 101 310
8:00 AM 51 17 17 20 105 46 15 23 16 100 205
9:00 AM 13 15 12 15 55 12 24 22 21 79 134
10:00 AM 18 17 11 12 58 18 16 20 25 79 137
11:00 AM 6 16 19 14 55 24 22 21 24 91 146
12:00 PM 12 16 21 21 70 22 25 24 27 98 168
1:00 PM 24 15 15 28 82 20 27 20 19 86 168
2:00 PM 50 67 30 22 169 24 24 83 22 153 322
3:00 PM 22 20 27 22 91 36 26 33 39 134 225
4:00 PM 28 28 22 29 107 36 45 37 41 159 266
5:00 PM 45 18 32 29 124 42 36 33 32 143 267
6:00 PM 21 24 18 20 83 30 26 19 28 103 186
7:00 PM 15 20 21 14 70 30 20 29 21 100 170
8:00 PM 18 20 19 8 65 23 14 16 14 67 132
9:00 PM 10 10 7 10 37 16 14 14 6 50 87
10:00 PM 10 8 3 3 24 4 10 3 7 24 48
11:00 PM 2 3 0 0 5 5 1 3 4 13 18
1485 1656
AM% 34.5% AM Peak 376 7:15 am to 8:15 am AM P.H.F. 0.64 PM% 65.5% PM Peak 325 1:45 pm to 2:45 pm PM P.H.F. 0.72 Tuesday, September 9, 2025 Clear
24 Hour Count Report
Pinkham St 36.30642008
north of K Avenue -119.2691045
2 Northbound Southbound Hourly
Totals
Total 47.3% 52.7%
3141
0 50
100
150
200
250
# of vehicles
Time Period
Northbound
Southbound
1464
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 1 0 3 0 4 2 3 2 1 8 12
1:00 AM 1 2 2 1 6 2 2 1 0 5 11
2:00 AM 1 1 0 3 5 0 1 0 0 1 6
3:00 AM 0 2 1 2 5 0 0 0 1 1 6
4:00 AM 2 3 7 8 20 2 2 4 3 11 31
5:00 AM 4 9 11 12 36 2 4 1 4 11 47
6:00 AM 8 8 17 28 61 4 8 5 9 26 87
7:00 AM 32 36 57 95 220 12 29 14 22 77 297
8:00 AM 55 24 17 20 116 39 24 18 14 95 211
9:00 AM 17 19 20 15 71 7 17 18 17 59 130
10:00 AM 22 14 15 21 72 13 22 18 14 67 139
11:00 AM 15 21 18 19 73 25 23 21 19 88 161
12:00 PM 11 26 27 23 87 18 24 19 30 91 178
1:00 PM 24 14 14 29 81 16 26 16 18 76 157
2:00 PM 45 47 30 27 149 24 21 59 34 138 287
3:00 PM 20 36 30 18 104 37 31 41 47 156 260
4:00 PM 26 25 26 18 95 42 47 38 39 166 261
5:00 PM 38 26 36 34 134 37 44 35 43 159 293
6:00 PM 19 21 18 12 70 29 23 16 32 100 170
7:00 PM 18 14 18 16 66 33 19 24 16 92 158
8:00 PM 15 19 12 5 51 31 16 17 18 82 133
9:00 PM 11 16 3 12 42 17 14 11 8 50 92
10:00 PM 5 8 2 4 19 7 9 5 5 26 45
11:00 PM 1 1 1 0 3 5 2 2 1 10 13
1590 1595
AM% 35.7% AM Peak 347 7:15 am to 8:15 am AM P.H.F. 0.74 PM% 64.3% PM Peak 293 5:00 pm to 6:00 pm PM P.H.F. 0.95 Tuesday, September 9, 2025 Clear
24 Hour Count Report
Pinkham St 36.30607696
south of K Avenue -119.268903
2 Northbound Southbound Hourly
Totals
Total 49.9% 50.1%
3185
0 50
100
150
200
250
# of vehicles
Time Period
Northbound
Southbound
1465
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 2 0 2 2 6 0 1 0 0 1 7
1:00 AM 0 0 1 0 1 0 0 1 0 1 2
2:00 AM 0 0 0 1 1 0 0 0 0 0 1
3:00 AM 0 1 0 0 1 0 0 1 1 2 3
4:00 AM 0 1 0 0 1 2 2 3 7 14 15
5:00 AM 2 0 3 0 5 4 7 8 3 22 27
6:00 AM 2 0 6 4 12 2 9 4 9 24 36
7:00 AM 6 8 23 15 52 11 21 25 13 70 122
8:00 AM 15 18 14 9 56 15 11 8 16 50 106
9:00 AM 9 8 9 17 43 7 14 8 14 43 86
10:00 AM 9 9 10 8 36 15 13 15 10 53 89
11:00 AM 8 7 15 8 38 9 9 8 12 38 76
12:00 PM 8 13 14 16 51 7 6 9 16 38 89
1:00 PM 11 12 8 17 48 10 17 7 11 45 93
2:00 PM 13 15 16 14 58 12 10 18 19 59 117
3:00 PM 14 14 25 15 68 26 17 15 8 66 134
4:00 PM 17 21 21 16 75 11 20 13 12 56 131
5:00 PM 20 15 14 27 76 10 19 11 8 48 124
6:00 PM 14 18 10 21 63 13 12 15 10 50 113
7:00 PM 11 16 12 17 56 18 7 11 3 39 95
8:00 PM 7 12 3 9 31 9 8 4 2 23 54
9:00 PM 10 9 2 8 29 7 3 3 4 17 46
10:00 PM 6 6 4 2 18 4 3 1 1 9 27
11:00 PM 5 2 2 0 9 1 2 2 0 5 14
834 773
AM% 35.5% AM Peak 135 7:30 am to 8:30 am AM P.H.F. 0.70 PM% 64.5% PM Peak 144 2:45 pm to 3:45 pm PM P.H.F. 0.90 Tuesday, September 9, 2025 Clear
24 Hour Count Report
Pinkham St 36.29863485
north of Caldwell Avenue -119.2694208
2 Northbound Southbound Hourly
Totals
Total 51.9% 48.1%
1607
0 10
20 30
40 50
60 70
80 # of vehicles
Time Period
Northbound
Southbound
1466
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 10 5 6 5 26 15 11 8 3 37 63
1:00 AM 14 7 7 5 33 3 4 4 3 14 47
2:00 AM 4 7 3 4 18 5 2 8 6 21 39
3:00 AM 6 9 9 14 38 4 7 6 14 31 69
4:00 AM 12 14 25 32 83 4 16 13 30 63 146
5:00 AM 30 38 35 48 151 24 45 64 59 192 343
6:00 AM 39 40 69 85 233 47 57 62 87 253 486
7:00 AM 89 92 99 113 393 72 109 139 147 467 860
8:00 AM 117 96 74 98 385 115 120 95 88 418 803
9:00 AM 62 87 85 91 325 88 85 88 94 355 680
10:00 AM 85 87 112 92 376 75 95 71 86 327 703
11:00 AM 80 94 75 95 344 104 89 92 107 392 736
12:00 PM 93 80 95 82 350 104 105 92 80 381 731
1:00 PM 100 76 105 112 393 97 98 101 117 413 806
2:00 PM 102 110 121 123 456 109 109 126 115 459 915
3:00 PM 112 101 132 123 468 120 121 152 150 543 1011
4:00 PM 131 130 103 114 478 167 122 162 136 587 1065
5:00 PM 124 119 112 115 470 161 145 111 152 569 1039
6:00 PM 92 95 105 75 367 98 107 103 95 403 770
7:00 PM 69 79 56 92 296 81 87 80 60 308 604
8:00 PM 51 67 51 51 220 65 63 66 52 246 466
9:00 PM 45 41 30 32 148 49 51 41 28 169 317
10:00 PM 26 26 29 13 94 31 19 24 26 100 194
11:00 PM 18 7 16 6 47 23 14 12 10 59 106
6192 6807
AM% 38.3% AM Peak 946 7:30 am to 8:30 am AM P.H.F. 0.91 PM% 61.7% PM Peak 1107 3:30 pm to 4:30 pm PM P.H.F. 0.93 Tuesday, September 9, 2025 Clear
24 Hour Count Report
Lovers Lane 36.31236207
North of Walnut Ave -119.2607524
4 Northbound Southbound Hourly
Totals
Total 47.6% 52.4%
12999
0 100
200
300
400
500
600
700
# of vehicles
Time Period
Northbound
Southbound
1467
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 6 6 7 6 25 11 12 4 2 29 54
1:00 AM 9 6 6 6 27 3 5 3 6 17 44
2:00 AM 2 7 3 5 17 2 4 8 5 19 36
3:00 AM 3 8 8 9 28 5 9 7 15 36 64
4:00 AM 11 10 21 29 71 8 22 19 31 80 151
5:00 AM 19 33 28 47 127 35 58 74 65 232 359
6:00 AM 30 32 61 67 190 62 67 74 92 295 485
7:00 AM 84 85 124 150 443 86 128 144 148 506 949
8:00 AM 129 104 71 88 392 114 116 85 78 393 785
9:00 AM 61 68 68 93 290 92 72 75 91 330 620
10:00 AM 72 81 100 85 338 70 83 80 76 309 647
11:00 AM 68 74 71 81 294 74 67 78 96 315 609
12:00 PM 87 62 84 69 302 86 88 97 74 345 647
1:00 PM 85 72 99 87 343 85 90 106 85 366 709
2:00 PM 85 110 113 108 416 106 98 127 106 437 853
3:00 PM 103 108 131 130 472 97 115 125 120 457 929
4:00 PM 117 134 118 114 483 132 109 121 113 475 958
5:00 PM 119 144 92 113 468 146 124 98 126 494 962
6:00 PM 78 84 99 79 340 79 93 79 89 340 680
7:00 PM 57 79 51 78 265 73 66 65 49 253 518
8:00 PM 53 69 48 54 224 48 54 58 46 206 430
9:00 PM 40 32 28 30 130 42 49 35 22 148 278
10:00 PM 26 29 28 14 97 27 21 19 21 88 185
11:00 PM 18 8 18 7 51 20 9 8 15 52 103
5833 6222
AM% 39.8% AM Peak 1029 7:30 am to 8:30 am AM P.H.F. 0.86 PM% 60.2% PM Peak 999 4:30 pm to 5:30 pm PM P.H.F. 0.93 Tuesday, September 9, 2025 Clear
24 Hour Count Report
Lovers Lane 36.31208787
South of Walnut Ave -119.2607977
4 Northbound Southbound Hourly
Totals
Total 48.4% 51.6%
12055
0 100
200
300
400
500
600
# of vehicles
Time Period
Northbound
Southbound
1468
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 5 6 5 5 21 10 8 4 2 24 45
1:00 AM 12 4 5 5 26 2 6 3 3 14 40
2:00 AM 2 8 3 6 19 2 4 6 7 19 38
3:00 AM 3 9 7 8 27 4 9 7 17 37 64
4:00 AM 13 8 18 28 67 8 22 21 31 82 149
5:00 AM 18 30 28 46 122 35 63 73 62 233 355
6:00 AM 30 32 57 67 186 57 62 83 89 291 477
7:00 AM 81 72 106 104 363 78 114 163 159 514 877
8:00 AM 127 86 65 87 365 112 106 85 71 374 739
9:00 AM 57 71 68 80 276 74 80 74 81 309 585
10:00 AM 71 84 99 76 330 64 70 79 78 291 621
11:00 AM 68 84 67 80 299 66 68 72 91 297 596
12:00 PM 78 71 79 69 297 80 85 88 77 330 627
1:00 PM 83 69 100 89 341 80 82 110 83 355 696
2:00 PM 88 100 118 101 407 95 92 124 110 421 828
3:00 PM 109 111 151 107 478 88 117 124 105 434 912
4:00 PM 121 137 116 130 504 107 109 101 104 421 925
5:00 PM 135 123 102 105 465 136 121 95 108 460 925
6:00 PM 85 88 103 82 358 69 77 65 71 282 640
7:00 PM 59 74 67 80 280 63 58 59 43 223 503
8:00 PM 61 77 49 50 237 50 42 50 46 188 425
9:00 PM 48 28 30 32 138 46 43 35 19 143 281
10:00 PM 27 25 27 13 92 24 21 17 18 80 172
11:00 PM 23 10 18 7 58 20 6 9 16 51 109
5756 5873
AM% 39.4% AM Peak 963 7:30 am to 8:30 am AM P.H.F. 0.89 PM% 60.6% PM Peak 968 4:15 pm to 5:15 pm PM P.H.F. 0.89 Tuesday, September 9, 2025 Clear
24 Hour Count Report
Lovers Lane 36.30623301
between Cherry Avenue and K Avenue -119.2606784
4 Northbound Southbound Hourly
Totals
Total 49.5% 50.5%
11629
0 100
200
300
400
500
600
# of vehicles
Time Period
Northbound
Southbound
1469
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 7 6 5 5 23 11 6 4 3 24 47
1:00 AM 12 3 5 5 25 2 6 3 3 14 39
2:00 AM 2 8 3 6 19 2 5 5 8 20 39
3:00 AM 4 9 7 8 28 5 9 5 17 36 64
4:00 AM 12 7 16 26 61 10 22 23 31 86 147
5:00 AM 15 25 31 40 111 38 66 82 61 247 358
6:00 AM 26 28 52 64 170 65 67 89 99 320 490
7:00 AM 77 72 103 119 371 79 122 181 173 555 926
8:00 AM 141 86 69 92 388 119 97 89 70 375 763
9:00 AM 61 63 67 81 272 71 77 73 80 301 573
10:00 AM 66 81 97 74 318 65 70 76 77 288 606
11:00 AM 68 82 71 83 304 64 67 72 94 297 601
12:00 PM 77 73 81 67 298 81 88 91 69 329 627
1:00 PM 84 73 99 93 349 79 81 112 85 357 706
2:00 PM 89 101 120 106 416 100 89 120 106 415 831
3:00 PM 111 112 161 109 493 88 122 117 111 438 931
4:00 PM 126 140 121 137 524 107 106 101 100 414 938
5:00 PM 145 121 113 106 485 140 114 93 103 450 935
6:00 PM 83 87 96 75 341 69 72 63 67 271 612
7:00 PM 57 73 63 70 263 58 61 54 43 216 479
8:00 PM 55 77 51 50 233 45 42 44 39 170 403
9:00 PM 37 31 28 32 128 37 40 33 22 132 260
10:00 PM 31 23 27 10 91 21 21 14 19 75 166
11:00 PM 21 14 14 7 56 19 7 8 11 45 101
5767 5875
AM% 40.0% AM Peak 1030 7:15 am to 8:15 am AM P.H.F. 0.88 PM% 60.0% PM Peak 990 4:15 pm to 5:15 pm PM P.H.F. 0.87 Tuesday, September 9, 2025 Clear
24 Hour Count Report
Lovers Lane 36.30531052
between K Avenue and Sunnyside Avenue -119.2606671
4 Northbound Southbound Hourly
Totals
Total 49.5% 50.5%
11642
0 100
200
300
400
500
600
# of vehicles
Time Period
Northbound
Southbound
1470
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 7 5 5 4 21 12 6 2 3 23 44
1:00 AM 12 3 6 4 25 3 4 6 3 16 41
2:00 AM 2 9 3 6 20 3 5 5 4 17 37
3:00 AM 6 6 6 6 24 6 7 5 14 32 56
4:00 AM 10 6 13 22 51 13 22 25 31 91 142
5:00 AM 16 24 26 33 99 38 68 80 53 239 338
6:00 AM 23 23 43 57 146 63 70 88 99 320 466
7:00 AM 67 57 85 110 319 84 117 181 176 558 877
8:00 AM 133 77 70 83 363 111 103 86 73 373 736
9:00 AM 53 55 64 73 245 65 73 64 78 280 525
10:00 AM 64 74 91 72 301 56 63 77 76 272 573
11:00 AM 64 75 67 80 286 63 57 70 88 278 564
12:00 PM 74 64 86 62 286 75 82 83 64 304 590
1:00 PM 79 65 90 88 322 67 77 115 78 337 659
2:00 PM 81 99 118 109 407 84 89 103 100 376 783
3:00 PM 98 107 159 108 472 88 106 111 110 415 887
4:00 PM 129 143 120 125 517 103 94 95 90 382 899
5:00 PM 135 120 100 111 466 110 121 78 79 388 854
6:00 PM 75 84 92 74 325 71 65 54 58 248 573
7:00 PM 52 67 59 68 246 56 56 49 43 204 450
8:00 PM 60 67 48 48 223 35 30 49 32 146 369
9:00 PM 39 27 32 31 129 36 35 29 18 118 247
10:00 PM 27 28 22 9 86 18 19 15 17 69 155
11:00 PM 19 14 12 6 51 14 7 9 10 40 91
5430 5526
AM% 40.2% AM Peak 976 7:30 am to 8:30 am AM P.H.F. 0.85 PM% 59.8% PM Peak 957 3:30 pm to 4:30 pm PM P.H.F. 0.89 Tuesday, September 9, 2025 Clear
24 Hour Count Report
Lovers Lane 36.29873901
between Sunnyside Avenue and Caldwell Avenue -119.2608447 4 Northbound Southbound Hourly
Totals
Total 49.6% 50.4%
10956
0 100
200
300
400
500
600
# of vehicles
Time Period
Northbound
Southbound
1471
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 11 5 5 3 24 12 3 3 5 23 47
1:00 AM 10 4 7 3 24 3 4 7 3 17 41
2:00 AM 1 10 3 7 21 4 4 5 2 15 36
3:00 AM 5 4 4 6 19 5 8 7 11 31 50
4:00 AM 11 7 8 23 49 13 25 32 34 104 153
5:00 AM 18 23 27 38 106 42 71 92 62 267 373
6:00 AM 30 33 43 47 153 76 74 97 100 347 500
7:00 AM 61 45 88 88 282 80 130 185 160 555 837
8:00 AM 122 76 74 76 348 101 89 74 59 323 671
9:00 AM 43 46 52 70 211 52 58 58 59 227 438
10:00 AM 43 60 61 54 218 39 51 64 56 210 428
11:00 AM 50 63 51 64 228 45 52 48 62 207 435
12:00 PM 56 44 76 46 222 52 56 71 54 233 455
1:00 PM 59 49 70 79 257 64 71 96 72 303 560
2:00 PM 55 95 90 99 339 67 69 84 84 304 643
3:00 PM 83 95 132 99 409 79 85 97 85 346 755
4:00 PM 109 131 106 109 455 74 78 70 84 306 761
5:00 PM 104 104 83 85 376 92 90 67 57 306 682
6:00 PM 63 74 79 57 273 54 57 43 40 194 467
7:00 PM 51 38 41 44 174 37 34 33 25 129 303
8:00 PM 44 55 39 43 181 29 32 40 18 119 300
9:00 PM 23 24 16 26 89 26 29 25 20 100 189
10:00 PM 25 22 19 6 72 13 14 12 16 55 127
11:00 PM 17 12 8 6 43 10 4 5 8 27 70
4573 4748
AM% 43.0% AM Peak 919 7:15 am to 8:15 am AM P.H.F. 0.84 PM% 57.0% PM Peak 805 3:30 pm to 4:30 pm PM P.H.F. 0.88 Tuesday, September 9, 2025 Clear
24 Hour Count Report
Lovers Lane 36.29790779
south of Caldwell Avenue -119.2610737
4 Northbound Southbound Hourly
Totals
Total 49.1% 50.9%
9321
0 100
200
300
400
500
600
# of vehicles
Time Period
Northbound
Southbound
1472
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 13 3 3 3 22 6 3 9 5 23 45
1:00 AM 10 3 1 5 19 2 0 2 2 6 25
2:00 AM 1 3 2 1 7 2 2 0 3 7 14
3:00 AM 2 4 3 4 13 0 4 6 2 12 25
4:00 AM 6 7 5 4 22 4 4 7 9 24 46
5:00 AM 12 13 22 26 73 10 12 16 20 58 131
6:00 AM 25 27 41 46 139 18 19 33 46 116 255
7:00 AM 47 58 97 113 315 70 103 142 185 500 815
8:00 AM 113 85 75 54 327 150 99 101 87 437 764
9:00 AM 45 67 46 52 210 61 69 70 75 275 485
10:00 AM 64 55 62 58 239 88 74 74 75 311 550
11:00 AM 64 71 47 81 263 83 75 83 67 308 571
12:00 PM 80 99 77 75 331 76 81 77 77 311 642
1:00 PM 92 74 75 84 325 59 82 94 96 331 656
2:00 PM 82 100 131 105 418 85 142 94 113 434 852
3:00 PM 96 102 93 114 405 88 99 109 106 402 807
4:00 PM 110 113 75 119 417 118 99 107 94 418 835
5:00 PM 93 105 119 104 421 95 118 87 92 392 813
6:00 PM 75 88 76 65 304 82 82 68 64 296 600
7:00 PM 74 87 66 77 304 63 63 53 59 238 542
8:00 PM 49 57 50 43 199 41 35 28 44 148 347
9:00 PM 49 40 26 29 144 31 21 25 21 98 242
10:00 PM 22 17 13 25 77 16 16 11 9 52 129
11:00 PM 17 4 7 5 33 10 10 5 6 31 64
5027 5228
AM% 36.3% AM Peak 984 7:30 am to 8:30 am AM P.H.F. 0.83 PM% 63.7% PM Peak 869 2:15 pm to 3:15 pm PM P.H.F. 0.90 Tuesday, September 9, 2025 Clear
24 Hour Count Report
Walnut Ave 36.31227062
West of Lovers Lane -119.2613053
2 Eastbound Westbound Hourly
Totals
Total 49.0% 51.0%
10255
0 100
200
300
400
500
600
# of vehicles
Time Period
Eastbound
Westbound
1473
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 12 3 5 4 24 5 3 6 4 18 42
1:00 AM 5 3 1 2 11 2 2 2 1 7 18
2:00 AM 2 1 3 1 7 2 2 1 1 6 13
3:00 AM 3 3 2 3 11 5 6 7 7 25 36
4:00 AM 3 4 2 8 17 6 11 14 17 48 65
5:00 AM 7 6 16 24 53 27 23 27 25 102 155
6:00 AM 17 22 33 42 114 34 32 45 65 176 290
7:00 AM 34 39 103 82 258 76 110 128 118 432 690
8:00 AM 82 69 64 52 267 106 71 83 85 345 612
9:00 AM 45 61 42 44 192 66 69 70 62 267 459
10:00 AM 50 48 46 50 194 82 61 79 64 286 480
11:00 AM 65 67 53 71 256 66 69 79 60 274 530
12:00 PM 72 93 58 64 287 56 76 74 73 279 566
1:00 PM 83 64 60 71 278 53 68 90 76 287 565
2:00 PM 74 84 104 95 357 91 115 76 109 391 748
3:00 PM 89 102 100 121 412 67 86 90 76 319 731
4:00 PM 104 107 103 131 445 91 76 79 83 329 774
5:00 PM 104 127 106 118 455 96 94 81 82 353 808
6:00 PM 82 87 82 75 326 84 78 56 64 282 608
7:00 PM 61 88 73 73 295 54 43 50 58 205 500
8:00 PM 62 68 53 36 219 35 35 26 28 124 343
9:00 PM 49 35 32 28 144 29 23 27 16 95 239
10:00 PM 21 18 14 29 82 11 16 8 7 42 124
11:00 PM 19 8 14 4 45 9 8 6 9 32 77
4749 4724
AM% 35.8% AM Peak 768 7:15 am to 8:15 am AM P.H.F. 0.83 PM% 64.2% PM Peak 822 4:45 pm to 5:45 pm PM P.H.F. 0.93 Tuesday, September 9, 2025 Clear
24 Hour Count Report
Walnut Ave 36.31227062
East of Lovers Lane -119.2613053
2 Eastbound Westbound Hourly
Totals
Total 50.1% 49.9%
9473
0 50
100
150
200
250
300
350
400
450
500
# of vehicles
Time Period
Eastbound
Westbound
1474
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 2 1 1 2 6 2 2 0 0 4 10
1:00 AM 2 2 1 0 5 1 1 1 0 3 8
2:00 AM 0 2 0 1 3 0 1 0 0 1 4
3:00 AM 0 1 0 1 2 1 3 2 5 11 13
4:00 AM 3 3 7 3 16 2 3 6 12 23 39
5:00 AM 7 6 10 7 30 7 7 14 13 41 71
6:00 AM 17 12 16 22 67 12 10 19 27 68 135
7:00 AM 15 37 37 65 154 35 44 62 78 219 373
8:00 AM 38 31 21 21 111 69 35 25 33 162 273
9:00 AM 13 14 20 16 63 23 27 30 23 103 166
10:00 AM 15 27 18 12 72 21 17 28 35 101 173
11:00 AM 17 17 24 21 79 26 27 18 31 102 181
12:00 PM 17 27 22 25 91 22 33 37 32 124 215
1:00 PM 22 24 20 20 86 32 31 23 30 116 202
2:00 PM 25 46 23 29 123 22 38 46 30 136 259
3:00 PM 34 34 31 50 149 34 42 36 30 142 291
4:00 PM 39 41 34 44 158 34 37 33 30 134 292
5:00 PM 47 38 36 40 161 37 39 46 36 158 319
6:00 PM 38 28 24 32 122 30 23 23 17 93 215
7:00 PM 22 26 25 23 96 16 19 21 13 69 165
8:00 PM 31 20 17 17 85 13 13 13 12 51 136
9:00 PM 15 8 15 10 48 14 11 8 5 38 86
10:00 PM 6 8 5 6 25 3 6 4 4 17 42
11:00 PM 4 5 2 1 12 1 3 1 4 9 21
1764 1925
AM% 39.2% AM Peak 430 7:15 am to 8:15 am AM P.H.F. 0.75 PM% 60.8% PM Peak 319 5:00 pm to 6:00 pm PM P.H.F. 0.95 Tuesday, September 9, 2025 Clear
24 Hour Count Report
K Ave 36.30601893
west of Pinkham Street -119.2695336
2 Eastbound Westbound Hourly
Totals
Total 47.8% 52.2%
3689
0 50
100
150
200
250
# of vehicles
Time Period
Eastbound
Westbound
1475
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 1 2 3 1 7 2 3 0 0 5 12
1:00 AM 1 3 1 0 5 1 0 0 0 1 6
2:00 AM 0 2 0 3 5 0 1 0 0 1 6
3:00 AM 0 1 0 0 1 0 2 1 1 4 5
4:00 AM 3 2 4 4 13 2 1 0 5 8 21
5:00 AM 8 5 12 7 32 5 1 11 5 22 54
6:00 AM 14 11 15 20 60 6 3 12 9 30 90
7:00 AM 15 23 32 23 93 22 29 24 48 123 216
8:00 AM 20 15 13 15 63 40 21 12 25 98 161
9:00 AM 13 11 14 10 48 14 13 12 13 52 100
10:00 AM 15 14 9 13 51 12 13 13 16 54 105
11:00 AM 10 9 18 15 52 11 15 13 15 54 106
12:00 PM 14 25 12 12 63 16 20 16 20 72 135
1:00 PM 11 12 12 14 49 17 19 12 22 70 119
2:00 PM 14 18 25 10 67 16 27 24 18 85 152
3:00 PM 21 22 17 29 89 24 19 27 21 91 180
4:00 PM 22 20 25 28 95 25 21 21 23 90 185
5:00 PM 39 26 18 21 104 31 27 26 23 107 211
6:00 PM 24 21 20 14 79 17 16 16 11 60 139
7:00 PM 15 19 17 22 73 9 17 11 5 42 115
8:00 PM 17 13 8 7 45 10 9 12 9 40 85
9:00 PM 8 8 12 8 36 7 5 6 3 21 57
10:00 PM 0 7 3 8 18 5 4 5 3 17 35
11:00 PM 3 4 4 2 13 1 5 1 2 9 22
1161 1156
AM% 38.1% AM Peak 239 7:15 am to 8:15 am AM P.H.F. 0.84 PM% 61.9% PM Peak 220 4:30 pm to 5:30 pm PM P.H.F. 0.79 Tuesday, September 9, 2025 Clear
24 Hour Count Report
K Ave 36.30601893
between Pinkham Street and Lovers Lane -119.2695336
2 Eastbound Westbound Hourly
Totals
Total 50.1% 49.9%
2317
0 20
40 60
80 100
120
140
# of vehicles
Time Period
Eastbound
Westbound
1476
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 0 1 0 2 3 0 0 2 0 2 5
1:00 AM 0 0 1 1 2 0 0 0 0 0 2
2:00 AM 1 0 0 0 1 0 1 0 1 2 3
3:00 AM 1 1 1 1 4 0 1 0 1 2 6
4:00 AM 1 3 2 5 11 0 1 0 0 1 12
5:00 AM 1 5 8 6 20 0 1 0 1 2 22
6:00 AM 2 5 13 11 31 1 2 3 2 8 39
7:00 AM 14 14 22 24 74 4 8 4 4 20 94
8:00 AM 12 8 4 6 30 12 11 4 2 29 59
9:00 AM 4 10 5 4 23 6 3 2 10 21 44
10:00 AM 6 5 8 5 24 6 5 5 4 20 44
11:00 AM 5 3 7 7 22 1 7 9 8 25 47
12:00 PM 8 6 7 5 26 8 4 8 14 34 60
1:00 PM 7 5 5 10 27 4 3 5 8 20 47
2:00 PM 8 5 7 12 32 9 5 19 6 39 71
3:00 PM 9 6 7 8 30 12 10 11 19 52 82
4:00 PM 8 5 7 11 31 5 16 15 12 48 79
5:00 PM 12 9 6 6 33 14 15 16 18 63 96
6:00 PM 9 7 5 9 30 11 10 9 15 45 75
7:00 PM 7 8 10 8 33 8 8 11 7 34 67
8:00 PM 3 8 4 6 21 13 6 5 7 31 52
9:00 PM 2 3 0 0 5 11 5 7 4 27 32
10:00 PM 2 1 2 2 7 4 2 2 5 13 20
11:00 PM 2 0 1 2 5 3 1 1 1 6 11
525 544
AM% 35.3% AM Peak 100 7:15 am to 8:15 am AM P.H.F. 0.89 PM% 64.7% PM Peak 96 5:00 pm to 6:00 pm PM P.H.F. 0.92
Tuesday, September 9, 2025 Clear
24 Hour Count Report
Sunnyside Ave 36.30247982
west of Lovers Lane -119.2613886
2 Eastbound Westbound Hourly
Totals
Total 49.1% 50.9%
1069
0 10
20 30
40 50
60 70
80 # of vehicles
Time Period
Eastbound
Westbound
1477
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 9 2 6 7 24 9 11 0 1 21 45
1:00 AM 1 1 2 2 6 3 2 1 0 6 12
2:00 AM 2 3 0 2 7 0 2 4 4 10 17
3:00 AM 2 6 4 2 14 0 3 2 6 11 25
4:00 AM 0 5 12 6 23 6 10 6 8 30 53
5:00 AM 6 14 18 12 50 15 15 21 29 80 130
6:00 AM 16 35 17 40 108 22 30 43 43 138 246
7:00 AM 27 57 69 68 221 41 54 78 94 267 488
8:00 AM 52 52 43 60 207 122 93 77 75 367 574
9:00 AM 41 44 56 54 195 66 76 71 99 312 507
10:00 AM 70 61 70 66 267 82 82 71 80 315 582
11:00 AM 70 78 70 82 300 95 84 76 103 358 658
12:00 PM 81 88 82 99 350 86 73 85 77 321 671
1:00 PM 84 73 77 97 331 74 74 93 74 315 646
2:00 PM 88 88 99 85 360 70 82 100 84 336 696
3:00 PM 98 83 95 74 350 99 84 128 98 409 759
4:00 PM 93 90 96 92 371 81 103 80 77 341 712
5:00 PM 93 90 90 95 368 96 100 87 74 357 725
6:00 PM 91 87 85 87 350 79 70 71 72 292 642
7:00 PM 83 84 76 78 321 84 60 58 47 249 570
8:00 PM 69 64 53 48 234 45 35 43 34 157 391
9:00 PM 43 41 42 48 174 29 29 17 16 91 265
10:00 PM 23 28 27 17 95 19 19 11 15 64 159
11:00 PM 23 17 8 12 60 16 4 10 7 37 97
4786 4884
AM% 34.5% AM Peak 658 11:00 am to 12:00 pm AM P.H.F. 0.89 PM% 65.5% PM Peak 762 3:30 pm to 4:30 pm PM P.H.F. 0.85 Tuesday, September 9, 2025 Clear
24 Hour Count Report
Caldwell Ave 36.29803933
west of Pinkham Street -119.2692412
2 Eastbound Westbound Hourly
Totals
Total 49.5% 50.5%
9670
0 50
100
150
200
250
300
350
400
450
# of vehicles
Time Period
Eastbound
Westbound
1478
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 9 2 4 6 21 11 10 0 2 23 44
1:00 AM 0 1 2 2 5 2 2 1 0 5 10
2:00 AM 2 3 0 1 6 0 2 4 4 10 16
3:00 AM 2 5 4 3 14 0 3 1 6 10 24
4:00 AM 1 6 15 11 33 5 10 6 6 27 60
5:00 AM 6 17 22 12 57 13 11 20 26 70 127
6:00 AM 18 39 14 45 116 24 25 42 43 134 250
7:00 AM 32 60 72 66 230 41 44 79 94 258 488
8:00 AM 51 46 37 56 190 121 94 77 64 356 546
9:00 AM 37 38 53 48 176 64 64 69 96 293 469
10:00 AM 67 57 66 68 258 73 74 62 80 289 547
11:00 AM 67 76 61 82 286 91 80 74 99 344 630
12:00 PM 79 79 77 90 325 85 71 85 68 309 634
1:00 PM 77 70 73 91 311 68 66 90 74 298 609
2:00 PM 81 79 90 84 334 64 78 89 78 309 643
3:00 PM 96 85 83 66 330 85 83 126 97 391 721
4:00 PM 81 81 91 85 338 75 95 83 74 327 665
5:00 PM 83 84 83 77 327 96 90 83 75 344 671
6:00 PM 85 75 82 78 320 74 64 63 74 275 595
7:00 PM 72 71 69 67 279 66 56 52 50 224 503
8:00 PM 65 55 50 42 212 39 30 39 35 143 355
9:00 PM 39 34 42 40 155 28 28 16 12 84 239
10:00 PM 20 25 25 15 85 18 19 12 14 63 148
11:00 PM 19 16 7 12 54 16 3 9 7 35 89
4462 4621
AM% 35.4% AM Peak 630 11:00 am to 12:00 pm AM P.H.F. 0.87 PM% 64.6% PM Peak 721 3:00 pm to 4:00 pm PM P.H.F. 0.86 Tuesday, September 9, 2025 Clear
24 Hour Count Report
Caldwell Ave 36.29805108
between Pinkham Street and Lovers Lane -119.2686296
2 Eastbound Westbound Hourly
Totals
Total 49.1% 50.9%
9083
0 50
100
150
200
250
300
350
400
450
# of vehicles
Time Period
Eastbound
Westbound
1479
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 6 6 3 4 19 4 11 1 2 18 37
1:00 AM 1 1 2 3 7 3 2 0 1 6 13
2:00 AM 1 3 2 3 9 1 3 3 2 9 18
3:00 AM 1 2 3 1 7 2 2 4 3 11 18
4:00 AM 4 5 6 14 29 5 10 8 10 33 62
5:00 AM 16 18 15 26 75 11 15 27 39 92 167
6:00 AM 31 37 16 42 126 37 19 48 54 158 284
7:00 AM 31 51 87 79 248 39 47 93 117 296 544
8:00 AM 65 51 33 38 187 115 89 50 49 303 490
9:00 AM 47 31 37 46 161 60 50 65 78 253 414
10:00 AM 57 49 53 62 221 75 69 59 78 281 502
11:00 AM 54 60 52 71 237 71 73 76 70 290 527
12:00 PM 80 76 72 79 307 78 67 63 62 270 577
1:00 PM 64 52 64 80 260 74 61 92 64 291 551
2:00 PM 72 83 92 76 323 59 67 101 68 295 618
3:00 PM 91 94 92 72 349 83 87 148 84 402 751
4:00 PM 76 83 91 79 329 75 85 76 84 320 649
5:00 PM 81 89 79 75 324 104 75 81 78 338 662
6:00 PM 74 73 56 70 273 63 58 49 59 229 502
7:00 PM 72 54 58 53 237 49 43 42 46 180 417
8:00 PM 53 52 47 35 187 42 38 32 23 135 322
9:00 PM 24 30 32 38 124 20 22 21 20 83 207
10:00 PM 25 24 20 10 79 15 12 6 14 47 126
11:00 PM 15 17 5 10 47 10 4 10 8 32 79
4165 4372
AM% 36.0% AM Peak 696 7:30 am to 8:30 am AM P.H.F. 0.89 PM% 64.0% PM Peak 751 3:00 pm to 4:00 pm PM P.H.F. 0.78 Tuesday, September 9, 2025 Clear
24 Hour Count Report
Caldwell Ave 36.29833613
east of Lovers Lane -119.2602976
4 Eastbound Westbound Hourly
Totals
Total 48.8% 51.2%
8537
0 50
100
150
200
250
300
350
400
450
# of vehicles
Time Period
Eastbound
Westbound
1480
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 5 11 6 6 28 4 4 7 4 19 47
1:00 AM 3 1 4 2 10 4 1 3 2 10 20
2:00 AM 0 1 2 0 3 1 0 0 4 5 8
3:00 AM 0 1 2 3 6 4 2 3 8 17 23
4:00 AM 0 3 1 5 9 5 5 2 15 27 36
5:00 AM 6 11 15 23 55 7 19 20 25 71 126
6:00 AM 15 26 23 35 99 24 25 39 56 144 243
7:00 AM 31 45 74 83 233 48 51 97 131 327 560
8:00 AM 75 51 45 39 210 141 95 46 45 327 537
9:00 AM 28 39 33 39 139 55 39 53 44 191 330
10:00 AM 44 55 41 49 189 81 46 67 62 256 445
11:00 AM 43 54 59 61 217 71 60 70 50 251 468
12:00 PM 78 63 62 62 265 68 67 88 65 288 553
1:00 PM 75 77 67 77 296 67 64 111 70 312 608
2:00 PM 68 66 81 94 309 74 69 67 72 282 591
3:00 PM 92 102 88 103 385 64 74 154 83 375 760
4:00 PM 85 78 92 88 343 92 89 86 104 371 714
5:00 PM 84 97 95 73 349 85 90 79 91 345 694
6:00 PM 74 71 77 78 300 69 77 51 56 253 553
7:00 PM 75 70 47 50 242 56 45 40 35 176 418
8:00 PM 46 58 30 36 170 29 28 35 22 114 284
9:00 PM 39 21 24 27 111 19 17 10 15 61 172
10:00 PM 26 28 16 20 90 15 8 11 15 49 139
11:00 PM 13 10 5 8 36 2 11 2 1 16 52
4094 4287
AM% 33.9% AM Peak 747 7:30 am to 8:30 am AM P.H.F. 0.86 PM% 66.1% PM Peak 781 3:15 pm to 4:15 pm PM P.H.F. 0.81 Tuesday, October 28, 2025 Clear
24 Hour Count Report
Ave 280 36.29816135
West of Rd 148 -119.2433271
2 Eastbound Westbound Hourly
Totals
Total 48.8% 51.2%
8381
0 50
100
150
200
250
300
350
400
450
# of vehicles
Time Period
Eastbound
Westbound
Metro]affic
~
Data Inc. ---------- ---------------------·
1481
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 5 10 6 6 27 4 5 8 5 22 49
1:00 AM 2 1 3 2 8 5 1 3 2 11 19
2:00 AM 0 2 2 1 5 1 0 0 4 5 10
3:00 AM 1 1 2 3 7 4 2 4 6 16 23
4:00 AM 0 3 1 6 10 5 5 2 15 27 37
5:00 AM 6 12 12 18 48 8 18 16 23 65 113
6:00 AM 15 26 21 33 95 25 27 41 56 149 244
7:00 AM 33 45 72 74 224 47 49 82 119 297 521
8:00 AM 65 46 38 36 185 124 85 44 42 295 480
9:00 AM 28 39 27 40 134 49 38 52 43 182 316
10:00 AM 39 55 39 44 177 78 47 68 62 255 432
11:00 AM 48 47 58 59 212 72 54 74 50 250 462
12:00 PM 74 65 65 64 268 73 67 88 66 294 562
1:00 PM 75 73 64 81 293 63 71 112 71 317 610
2:00 PM 71 58 79 86 294 76 70 73 76 295 589
3:00 PM 86 94 85 108 373 70 71 148 84 373 746
4:00 PM 93 71 92 84 340 90 93 81 98 362 702
5:00 PM 80 94 91 70 335 91 87 73 93 344 679
6:00 PM 75 77 74 74 300 72 76 52 54 254 554
7:00 PM 73 68 47 48 236 49 44 42 34 169 405
8:00 PM 40 55 28 35 158 26 27 34 21 108 266
9:00 PM 34 19 26 26 105 20 19 11 16 66 171
10:00 PM 24 26 14 19 83 16 8 14 14 52 135
11:00 PM 12 11 6 7 36 3 12 1 2 18 54
3953 4226
AM% 33.1% AM Peak 667 7:30 am to 8:30 am AM P.H.F. 0.86 PM% 66.9% PM Peak 773 3:15 pm to 4:15 pm PM P.H.F. 0.83 Tuesday, October 28, 2025 Clear
24 Hour Count Report
Ave 280 36.29816289
East of Rd 148 -119.2427386
2 Eastbound Westbound Hourly
Totals
Total 48.3% 51.7%
8179
0 50
100
150
200
250
300
350
400
# of vehicles
Time Period
Eastbound
Westbound
Metro]affic
~
Data Inc. ---------- ---------------------·
1482
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 0 1 1 0 2 0 0 1 0 1 3
1:00 AM 1 0 1 1 3 0 0 0 0 0 3
2:00 AM 1 0 0 1 2 0 1 0 0 1 3
3:00 AM 0 1 0 1 2 0 0 1 0 1 3
4:00 AM 1 1 0 2 4 1 0 1 1 3 7
5:00 AM 4 3 4 7 18 1 1 2 4 8 26
6:00 AM 6 11 5 14 36 1 3 2 5 11 47
7:00 AM 4 9 23 27 63 5 7 27 34 73 136
8:00 AM 23 17 9 6 55 34 22 3 4 63 118
9:00 AM 8 5 10 3 26 10 3 3 2 18 44
10:00 AM 4 2 5 5 16 3 4 3 1 11 27
11:00 AM 7 11 9 4 31 4 6 6 6 22 53
12:00 PM 8 9 7 6 30 3 9 7 7 26 56
1:00 PM 10 16 14 6 46 10 4 9 7 30 76
2:00 PM 8 12 7 12 39 9 4 7 3 23 62
3:00 PM 18 27 41 12 98 5 12 51 12 80 178
4:00 PM 14 20 13 15 62 11 14 16 17 58 120
5:00 PM 21 15 7 10 53 16 24 14 8 62 115
6:00 PM 7 5 6 1 19 6 9 3 6 24 43
7:00 PM 4 5 2 1 12 3 3 1 2 9 21
8:00 PM 6 7 2 3 18 1 5 2 3 11 29
9:00 PM 4 5 1 0 10 2 0 2 0 4 14
10:00 PM 3 0 2 2 7 0 1 1 2 4 11
11:00 PM 1 1 2 1 5 0 1 0 1 2 7
657 545
AM% 39.1% AM Peak 207 7:30 am to 8:30 am AM P.H.F. 0.85 PM% 60.9% PM Peak 180 3:15 pm to 4:15 pm PM P.H.F. 0.49 Tuesday, October 28, 2025 Clear
24 Hour Count Report
Rd 148 36.29833214
North of Ave 280 -119.2430521
2 Northbound Southbound Hourly
Totals
Total 54.7% 45.3%
1202
0 20
40 60
80 100
120
# of vehicles
Time Period
Northbound
Southbound
Metro]affic
~
Data Inc. ---------- ---------------------·
1483
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 0 0 0 0 0 0 1 1 1 3 3
1:00 AM 0 0 1 1 2 1 0 1 0 2 4
2:00 AM 1 0 0 2 3 0 0 0 0 0 3
3:00 AM 1 2 0 3 6 0 1 2 0 3 9
4:00 AM 0 1 0 3 4 0 0 1 1 2 6
5:00 AM 2 5 3 5 15 0 1 0 5 6 21
6:00 AM 6 7 3 8 24 2 1 4 1 8 32
7:00 AM 4 9 14 8 35 2 5 5 12 24 59
8:00 AM 7 6 9 5 27 11 6 8 3 28 55
9:00 AM 6 5 6 4 21 2 2 4 1 9 30
10:00 AM 6 4 4 3 17 7 7 5 4 23 40
11:00 AM 9 7 6 4 26 2 3 8 8 21 47
12:00 PM 6 8 10 6 30 10 6 7 6 29 59
1:00 PM 13 10 8 4 35 9 9 7 2 27 62
2:00 PM 8 4 4 7 23 8 5 12 10 35 58
3:00 PM 9 14 7 15 45 8 4 14 11 37 82
4:00 PM 16 12 10 11 49 3 17 8 11 39 88
5:00 PM 9 10 13 8 40 14 19 18 11 62 102
6:00 PM 5 6 6 5 22 6 3 7 12 28 50
7:00 PM 13 6 3 2 24 7 5 4 4 20 44
8:00 PM 7 8 3 3 21 5 8 4 3 20 41
9:00 PM 1 4 2 1 8 5 3 2 3 13 21
10:00 PM 2 0 0 0 2 2 3 4 0 9 11
11:00 PM 1 2 4 0 7 2 2 0 2 6 13
486 454
AM% 32.9% AM Peak 71 7:15 am to 8:15 am AM P.H.F. 0.89
PM% 67.1% PM Peak 105 4:45 pm to 5:45 pm PM P.H.F. 0.85 Tuesday, October 28, 2025 Clear
24 Hour Count Report
Rd 148 36.29793736
South of Ave 280 -119.2430443
2 Northbound Southbound Hourly
Totals
Total 51.7% 48.3%
940
0 10
20 30
40 50
60 70
# of vehicles
Time Period
Northbound
Southbound
Metro]affic
~
Data Inc. ---------- ---------------------·
1484
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 App | C
(559) 570-8991
Appendix C: Traffic Modeling
JlB!RAf.f.!f
-=-=-=-=-==-
1485
www.JLBtraffic.com
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 Page | 1
[email protected] (559) 570-8991
August 28, 2025
Roberto Brady
Senior Regional Planner
Tulare County Association of Governments (TCAG)
210 N. Church St. Suite B
Visalia, CA 93291
Via E-mail: [email protected]
Subject: Traffic Modeling Request for the Preparation of a Traffic Impact Analysis Support of the Clements Ranch located on the Northeast Quadrant of Lovers Lane and Caldwell Avenue in the City of Visalia (JLB Project 013-028) Dear Mr. Brady,
JLB Traffic Engineering, Inc. (JLB) hereby requests traffic modeling for the above referenced Project located in the City of Visalia. The Project proposes to develop the site with a mix of single-family (292 dwelling units) and multi-family residential (370 dwelling units) on the northeast quadrant of Lovers Lane at Caldwell Avenue in the City of Visalia. Based on information provided to JLB, the Project will require a General Plan Amendment to shift densities within the Project. The Project Site Plan is shown in Exhibit A.

The purpose of the TIA is to evaluate potential on-site and off-site traffic impacts, identify short-term roadway and circulation needs, determine potential mitigation measures and identify any critical traffic issues that should be addressed in the on-going planning process.

Scenarios:

The following scenarios are requested:

1. Base Year 2015 plus Project Select Zone (with Link and TAZ modifications)

2. Cumulative Year 2046 No Project (with Link and TAZ modifications)

3. Difference between scenarios 1 and 2.

Changes and/or additions to the Model Network or TAZ’s
JLB reviewed the TCAG model network for the Base Year 2015 and Cumulative Year 2046. Based on this review, JLB requests the following Link and TAZ Network modifications. Details on the requested Link and TAZ modifications for the Base Year 2015 and the Cumulative Year 2046 are illustrated in Exhibit B.

JlB
~
IRAf.f!f
1486
www.JLBtraffic.com
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 Page | 2
[email protected] (559) 570-8991
Roberto Brady
TCAG Modeling Request (JLB Project No. 013-028)
August 28, 2025
LINK and TAZ MODIFICATIONS (For Base Year 2015 plus Project and Cumulative Year 2046 No Project Scenarios):

1. Modify TAZ 1421 to eliminate its TAZ connector to Lovers Lane.

LINK and TAZ MODIFICATIONS (For Base Year 2015 plus Project Scenario Only):

1. Create TAZ A to be generally located 600 feet east of Lovers Lane and 1,300 feet north of Caldwell Avenue (See Exhibit B). TAZ A shall have one TAZ connector to Lovers Lane.

TAZ A Trip Generation
The trip generation rates for TAZ A were obtained from the 11th Edition of the Trip Generation Manual published by the Institute of Transportation Engineers (ITE). Table I presents the trip generation for TAZ A with trip generation rates for Single Family Detached Housing and Multifamily Housing (Low-Rise). At buildout, TAZ A is estimated to generate approximately 5,248 daily trips, 352 AM peak hour trips and 463 PM peak hour trips
Table I: TAZ A Trip Generation
Note: d.u.= Dwelling Units
If you have any questions or require additional information, please do not hesitate to contact me by phone at (559) 317-6243 or by e-mail at [email protected].

Sincerely,
Matthew Arndt
Project Engineer – Traffic Operations
cc: Jose Benavides, JLB Traffic Engineering, Inc.

Kasia Poleszczuk, TCAG
Z:\01 Projects\013 Visalia\013-028 Clements Ranch TIA\Modeling Request\02 Modeling Request\L20250828 Clements Ranch TIA Modeling Request.docx
Land Use (ITE Code) Size Unit
Daily AM Peak Hour PM Peak Hour
Rate Total Trip
Rate
In Out
In Out Total Trip
Rate
In Out
In Out Total
% %
Single-Family Detached Housing
(210) 292 d.u 9.43 2,754 0.70 26 74 53 151 204 0.94 63 37 173 101 274 Multifamily Housing (Low-Rise)
(220) 370 d.u. 6.24 2,494 0.40 24 76 36 112 148 0.51 63 37 119 70 189 Total Project Trips 5,248 89 263 352 292 171 463
JLB I~~~f.f.!f
-=-=-=-=--
1487
www.JLBtraffic.com
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 Page | 3
[email protected] (559) 570-8991
Roberto Brady
TCAG Modeling Request (JLB Project No. 013-028)
August 28, 2025
Exhibit A – Project Site Plan
JLB I~~~f.f.!f
-=-=-=-=--
1488
SO. CAL. EDISON
2422 O.R. 693
APN
127-020-038
APN
127-020-034
APN
127-020-039
APN
127-020-022
D.N.
2025-0024224
(PARCEL 2)
SHEET 1 OF 3
R/W Ii.

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R/W OVERALL BOUNDARY
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CONSTRUCT CflY

STANDARD ROLL TYPE
CURB AND GUTTER, TYi'.

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CONSTRUCT CITY
STANDARD SIDEWALK, TYP.
7'

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21· 21·

TYPICAL PRIVATE STREET
18'
SCALE: 1 • - 1D'
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18'

TYPICAL LOCAL STREET
r 40~ PER CITY
STANDARD C-6
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STANDARD STRm TYi'.

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STANDARD STREET, Tr'P.

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TYPICAL COLLECTOR STREET CONSTRUCT CITY
ST"ANDARD ST"REET, TYP.

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CEHTERLINE OF EASEMENT IN FAVOR OR TULARE
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TEMPORARY TURNAROUND EASEMENT
(SEE NOTE)
ma

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---EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA

EDISON COMPANY RECORDED IN DOCUMENT
NO. 21605 BOOK 2422 PAGE 510

COUNTY OF TULARE
I
208
I 1210 211 21;1 ~~40 141 142 143 144 145 146
1--------------------------------~ 209 I _1_ I_: I
UTLOT M1 EAST UNE OF THE EAST 1/2 OF -~-i----'u=,U-'-TL=..u=-.:.T.:.N:_J ____ ---1-CENTERUNE OF UNDEFINED WIDTH ElECTRIC POLE LINE SEE SHEET a THE souTHWEST v• or sEcnON J , EASEMENT IN FAVOR oF soUTHrnN CAuFoRNIA EDISON ____ S_E_E-SHEET 2 --,----•1 ◄----- COMPANY PER BOOK 1JD4 PAGE JD5. a.R.rc. 21 22
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~= =---------- ~220.00' l,.,, , -----1-----: - • A J4'514t 145 ± - R=1646-0Q L-133.86' R OUTLOT / ~~~EXCEPTION PER BOOK 2B61

OF OFRCIAL RECORDS,
PACE 7DB, O.R. T.C.
-----
1:.==r2s 31, ""'36J.oo·
L-=215,2.:5 CENTERUNE OF CAMERON CREEK 4,""'26'0107 NB5"50'48NE 151.32' ""'164,84'
----- ---- - --- ------------
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______ jEXCEPTION SOUTH 4<J'

COUNTY OF TULARE
---- -
-----
EXCEPTION DOC ND 32970 BK 2B61 SOUTH UN£ OF SECOON J - - - - - - - - - - • PAGE 70B COUNTY OF TULARE

TENTATIVE SUBDIVISION MAP
BEING THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 3, T.19S., R.25E., MOUNT DIABLO BASE AND MERIDIAN,
IN THE COUN1Y OF TULARE, STATE OF CALIFORNIA.

RECORD OWNER

HAROLD DEAN CLEMENTS

SUBDIVIDER
BY:

WWW.QKINC.COM
1-B00-955-7599

BAKERSFIELD, CLOVIS, HANFORD, MERCED, PORTERVILLE, VISALJA © COPYRIGHT fJY QUAD KNOPF, INC, UNIIUTHORJZ8J USE PROHIBlfED, D.R. HORTON, AMERICA'S BUILDER
419 W. MURRAY AVENUE
VIS4UA, CA 93231
(559) 6J6-9B5D

LAND SURVEYOR
ANTONIO S. WESTERWND, PLS, CFedS
601 POLLASKY AVE
SUITE J01
CLOVIS, CA 93612
(559)449-2400
LEGEND
ALL DISTANCES SHOWN ARE IN U.S. SLJRV['( FffT AND DECIMALS THEREOF. UNLESS OTHERWISE NOTED.

SUBDIVISION BOUNDARY

PROPOSED CENTERUNE
---- - - -- SECTION WI£

PROPOSED RIGHT DF WAY LINE

EXISTING RIGHT OF WAY

PROPOSED PARCEL LINES

PROPOSED PUBLIC UTIUTY EASEMENT
- - - - - SHEET INDEX LINE
- - --- PHASE LINE

PROPOSED UNITS

MINIMUM LOT SIZES
50' X 100' L015
JB' X 72' LOTS
NO. OF UNfTS
139

UTILITIES
SOUTERN CALfFQRNIA EDISON:

MISAEL /BARRA
2425 S. BLACKSTONE STREIT,
TULARE, CA 9.1274
D: 559-6B4-3532
C: 559-801-1272
misael.iborraOsce.com
= ERIN PECTOL
217 W. ACEQUIA AVENUE,
VISAUA. CA 93291
0: 559-739-6649
C: 559-7J7-16J7
ep85450att.com
15J
SOUTHERN CAL/FORNIA GAS COMPNAY:

JUAN MEJORADO
404 N. TIPTON STRfET,
VISAUA. CA 93292
PHONE: 559-739-2317
JMMejoradoOsocalgas.com
COMCAST;

MICHAEL CORRAL
10J1 N. PLAZA DRfVf,
VISAUA, CA 93291
D: 559-735-2104
C: 559-217-9003
Michael_Corro/Ocomcast.com

LEGAL DESCRIPTION
SITE DRAINAGE;

CITY OF VISALIA WASTEWATER DIVISION
7579 AVf 288,
Y7SALIA, CA 9J277
PHONE: 559-71.1-4465
PROPOSED SEWERAGE;

CITY OF VISALIA WASTEWATER DIVISION
7579 AVf 288,
Y7SALIA, CA 9J277
PHONE: 559-71.1-4465
.11',filB.c

CALIFORNIA WATER SERVICE
216 N. VALLEY (Ml(S DRIVE,
Y7SALIA, CA 9J292
PHONE: 559-624-1600
FIR£ PROTECTION:

CITY OF VISALIA
420 N. BURKE STREIT,
Y7SALIA, CA 9J292
PHONE: 559-71.1-4266
SOUD WASZE COLLECTION;

CITY OF VISALIA
SOLID WAS7E DMS/ON
PHONE: 559-71J-4499
REAL PROPERTY IN THE UNff,JCORPORATED AREA OF THE COUNTY OF TUlARE, STATE OF CALIFORN~. DESCRIBED AS FOLLOWS:

PARCEL 2:

THAT PORTION OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION J, TOWNSHIP 19 SOUTH, RANGE 25 EAST, MOUNT DIABLO BASE AND MERIDIAN, ACCORDfNG TD THE OFRCIAL Pl.AT THEREOF, DESCRIBED AS FOLLOWS:

BEGJNNING 1100 FEET WEST OF THE SOUTHW£ST CORNER OF THE SOUTHWEST QUAJ?TER OF SAID SECTION J; THENCE WEST 220 FEET TO THE SOUTHWEST CORNER OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SAID SECTION J; THENCE NORTH NORTH ALONG THE WEST UN£ OF THE EAST HJ.LF OF THE SOUTHWEST QUAR1ER OF SAID SECTION, 1 BO ROOS TO THE NOfffl-/WEST" CORNER OF THE FAST HALF DF THE SOUTHWEST QUAATER DF SAID SECnON J; THENCE EAST 220 FEET TO A POINT 1100 FEET WEST OF THE NORTHEAST CORNER OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION J; THENCE SOUTH 160 RODS TD THE POINT OF BEGINNING.

EXCEPTING THEREFROM THAT PORTION LYING SOUTH OF THE CENTERLINE OF CAMERON CREEK, AS SAJD CREEK EXISTED ON FEBRUARY J, 1970.

APN: 127-020-020, 127-020-021 AND 127-020-022
NOTES

1. ADDRESS: VACANT LAND, TULARE COUNTY, CA 9.1292

2. DATE: JULY, 2025
J. EX/STING ZONING, WJD USE: R-2 (TULARE COUNTY)

4. EXISTING WJD USE: AE20 - EXCLUSIVE AGRICULTURE, 20-ACRE MINIMUM

5. PROPOSED ZONING, WJD USE: R-1-5 AND R-M-2

6. S1TE AREA: 78.11 ACRES(GRDSS)/J4.51 ACRES(NIT)

7. NO GRADE DIFFERENTIALS MORE OF MORE THAN 6" IS FORESEEN. ANY GRADE DIFFERENTIALS ACROSS EXISTING MD PROPOSED PROPERTY LJNES WILL BE MmGATED PER COUNTY OF TUIARE REQUIREMENTS.

8. PROPOSED SEWER, WATER, CONCRETE CUR8S, GUTTERS, SIDEWALKS, STREETLJGHTS, AND STREET PAVEMENT TD BE INSTALLED PER COUNTY OF TULARE STANDARD SPECIFICATIONS. 9, ALL STREETS WITHIN THIS SUBDMS/ON TO BE OFFERED FDR DEDICAnON FOR PUBLJC STREET PURPOSES.

10. ALL EXISTfNG WATER LINES, SEWERS, AND STORM DRAJNS WILL REMAJN UNLESS OTHERWISE NOTED.

11. ALL EXISTING STRUCTURES ARE TO BE REMOVED. WELLS AND SEPTIC SYSTEMS ARE TO BE ABANDONED PER CITY AND COUNTY STANDARDS.

12. THERE ARE KNOWN UNDERGROUND F'fATURES SUCH AS WELLS wm-1/N THE PROPOSED SUBDMS/ON.
1J. ENTIRE SITE IS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD: FLOOD ZONE-X AND ZONE-AE PER PANEL 945 OF 2550, MAP NO, 06107C0945E,

14. THERE ARE NO DUMP SITES ON THIS PROPERTY.

15. EXISTING SERVICE POLES TO BE REMOVED.

16. ALL EXISTING TREES TO BE REMOVED WITHIN THE BOUNDARY DF THE SUBDMSION.

17. RESIDENTIAL BUILDINGS EXIST ONLY ON THE REMAINDER, AND WILL REMAIN UNTIL THE DEVELOPMENT OF SAfD REMAINDER.

18. THIS IS A PHASED SUBDMSION, CONSISTING OF FOUR PHASES WHICH ARE LABELED HEREON.

OUTLOT SCHEDULE
OUTLOTS A, B, £, F; H-P

OUTLOT D AND H

OUTLOT C-WATER WELL

OUTLOT G-STORMWATER BASIN

OUTLOT I
OUTLOTS N, 0, P, AND Q

DUTLOT S
TO BE DEDICATED TO THE CITY OF VISALL4 FOR OPEN SPACE,
PEDESTRIAN, PUBUC LANDSCAPE PURPOSES.

TO BE DEDICATED TO THE CITY OF VISALL4 FOR TRAIL

PURPOSES
TO BE MAINTAJNED BY CITY OF V7SALIA USED FOR WATER
WELL PURPOSES ONLY.

TO BE MAINTAJNED BY CITY OF V7SALIA FOR STORM DRAIN
PURPOSES ONLY.

TO BE DEDICATED TO TULARE COUNTY IRRIGATION DISTRICT

TO BE MAINTAJNED BY HOA
TO BE DEEDED TO SOUTHER CAf.JFORNIA EDISON

TEMPORARY TURNAROUND EASEMENT NOTE
THE AREA SHOWN HEREON A5 iEMPORARY TURNAROUND EASEMENT" IS INTENDED TO FACILITATE VEHICLE ACCESS AND TURNAROUND OU15IDE OF THE HOA DEVELOPMENT UNTIL THE TIME OF DEVflOPMENT OF THE REMAINDER. SEPARATE FROM THIS TSM, A PARCEL MAP IS BEING PROCESSED. INTENTION IS TO OFFER THIS AREA A5 AN 1.0.D. FOR PUBLIC ACCESS Wf1I-I THE PARCEL MAP AND TD HAVE SAID OFFER ACCEPTED BY RESOLUTION AT THE TIME OF DEVfLOPMENT OF TH£ AREA LABELED HEREON AS "PHASE Jw. AT THE TIME OF FUTURE DEVELOPMENT OF THE REMAINDER, SAID EASEMENT WOULD BE ABANDONED.

TEMPORARY ACCESS FOR GARBAGE EASEMENT NOTE
THE AREA SHOWN HEREON A5 iEMPORARY ACCESS FOR GARBAGE EASEMENT" IS INTENDED TO FACILITATE VEHICLE ACCESS TO COllECT GARBAGE. SAID EASEMENT WOULD BE /.B,l,IJDONED AND ABLE TO BUILD ON rr DURING TD-2 PHASE 2.

VICINITY MAP
N.T.S.
;9 EAST WALNUT AVE..WJE
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AVENUE280

PROJECT SITE
1489
www.JLBtraffic.com
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 Page | 4
[email protected] (559) 570-8991
Roberto Brady
TCAG Modeling Request (JLB Project No. 013-028)
August 28, 2025
Exhibit B – Model TAZ Modifications
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Appendix D: Methodology
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Levels of Service Methodology
The description and procedures for calculating capacity and level of service (LOS) are found in the Transportation Research Board, Highway Capacity Manual (HCM). The HCM 7th Edition represents the research on capacity and quality of service for transportation facilities.

Quality of service requires quantitative measures to characterize operational conditions within a traffic stream. Level of service is a quality measure describing operational conditions within a traffic stream, generally in terms of such service measures as speed and travel time, freedom to maneuver, traffic interruptions, comfort and convenience.

Six levels of service are defined for each type of facility that has analysis procedures available. Letters designate each level of service (LOS), from A to F, with LOS A representing the best operating conditions and LOS F the worst. Each LOS represents a range of operating conditions and the driver’s perception of these conditions. Safety is not included in the measures that establish an LOS.

Intersection Levels of Service
One of the more important elements limiting and often interrupting the flow of traffic on a highway is the intersection. Flow on an interrupted facility is usually dominated by points of fixed operation such as traffic signals, stop signs and yield signs.

Signalized Intersections
LOS can be characterized for the entire intersection, each intersection approach and each lane group.

Control delay alone is used to characterize LOS for the entire intersection or an approach. Control delay and volume-to-capacity ratio are used to characterize LOS for a lane group. Delay quantifies the increase in travel time due to traffic signal control. It is also a surrogate measure of driver discomfort and fuel consumption. The volume-to-capacity ratio quantifies the degree to which a phase’s capacity is utilized by a lane group. A description of LOS for signalized intersections is found in Table A-1. dlB ~ IR!tf.,s
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Table 1: Signalized Intersection LOS Description (Motorized Vehicle Mode) Level
of
Service
Description
Average
Control
Delay
(Seconds
per Vehicle)
A
Operations with a control delay of 10 seconds/vehicle or less and a volume-to-capacity ratio no greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is really low and either progression is exceptionally favorable or the cycle length is very short. If it’s due to favorable progression, most vehicles arrive during the green indication and travel through the intersection without stopping. ≤10
B
Operations with control delay between 10.1 to 20.0 seconds/vehicle and a volume-tocapacity ratio no greater than 1.0. This level is typically assigned when the volume-tocapacity ratio is low and either progression is highly favorable or the cycle length is short. More vehicles stop than with LOS A.
>10.0 to

20.0 C
Operations with average control delays between 20.1 to 35.0 seconds/vehicle and a volume-to-capacity ratio no greater than 1.0. This level is typically assigned when the volume-to-capacity ratio no greater than 1.0, the progression is favorable or the cycle length is moderate. Individual cycle failures (i.e., one or more queued vehicles are not able to depart as a result of insufficient capacity during the cycle) may begin to appear at this level. The number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping.
>20 to 35
D
Operations with control delay between 35.1 to 55.0 seconds/vehicle and a volume-tocapacity ratio no greater than 1.0. This level is typically assigned when the volume-tocapacity ratio is high and either progression is ineffective or the cycle length is long.

Many vehicles stop and individual cycle failures are noticeable. >35 to 55
E
Operations with control delay between 55.1 to 80.0 seconds/vehicle and a volume-tocapacity ratio no greater than 1.0. This level is typically assigned when the volume-tocapacity ratio is high, progression is unfavorable and the cycle length is long. Individual cycle failures are frequent.
>55 to 80
F
Operations with unacceptable control delay exceeding 80.0 seconds/vehicle and a volume-to-capacity ratio greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is very high, progression is very poor and the cycle length is long. Most cycles fail to clear the queue.
>80
Note: Source: Highway Capacity Manual 7th Edition
All-Way Stop Controlled Intersections
All-way stop controlled intersections are common in the United States. They are characterized by having all approaches controlled by stop sign without any street having priority. Streets intersecting at all-way stop controlled intersections can be public or private. The intersection analysis boundaries for an all-way stop controlled intersection are assumed to be those of an isolated intersection, no upstream or downstream effects are accounted for in analysis.

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App | D-3
Two-Way Stop Controlled Intersections
Two-way stop controlled (TWSC) intersections are also common in the United States. A typical configuration is a four-leg intersection in which one street, the major street, is uncontrolled and the other street, the minor street, is controlled by stop signs. The other typical intersection is a three-leg intersection in which a single minor street approach is controlled by a stop sign.

For the analysis of the motorized vehicle mode, the methodology addresses special circumstances that may exist at two-way stop controlled intersections including two-stage gap acceptance, approaches with shared lanes, the presence of upstream traffic signals and flared approaches for minor-street rightturning vehicles. Table A-2 provides a description of LOS at unsignalized intersections.

Table 2: Unsignalized Intersection LOS Description (Motorized Vehicle Mode) Control Delay (Seconds per Vehicle) LOS by Volume-to-Capacity Ratio v/c ≤ 1.0 v/c > 1.0
≤10 A F
>10 to 15 B F
>15 to 25 C F
>25 to 35 D F
>35 to 50 E F
>50 F F
Note: Source: HCM 7th Edition, Exhibit 21-8.

Roundabout Controlled Intersections
Roundabouts are intersections with a generally circular shape, characterized by yield on entry and circulation around a central island. Roundabouts have been used successfully throughout the world and are being used increasingly in the United States, especially since 1990. Intersection analysis models generally fall into two categories: regression models and analytical models. Regression models use field data to develop statistically derived relationships between geometric features and performance measures such as capacity and delay. Analytical models are based on traffic flow theory combined with field measures of driver behavior, resulting in an analytical formulation of the relationship of driver behavior, resulting in an analytical formulation of the relationship between those field measures and performance measures such as capacity and delay. Table A-3 provides a description of LOS at roundabout intersections.

Table 3: Roundabout Intersection Level of Service Description (Automobile Mode) Control Delay (Seconds per Vehicle) LOS by Volume-to-Capacity Ratio v/c ≤ 1.0 v/c > 1.0
≤10 A F
>10 to 15 B F
>15 to 25 C F
>25 to 35 D F
>35 to 50 E F
>50 F F
Note: Source: HCM 7th Edition, Exhibit 22-8.

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Segment Levels of Service
Segments are portions of roads without any interruption of flow. These typically include basic freeway segments, multilane highway segments, freeway weaving segments, freeway merge and diverge segments, two-lane highway segments and urban street segments.

Urban Street Segments (Motorized Vehicle Mode)
The term “urban street segments” refers to two elements that are found: points and segments. A point is the boundary between links and is represented by an intersection or ramp terminal. A link is a length of roadway between two points. A link and its boundary are referred to as a segment. A signalized intersection is always used to define a boundary. Only intersections, or ramp terminals, in which the segment through volumes is uncontrolled can exist along the segment. A midsegment traffic control signal provided for the exclusive use of pedestrians should not be used to define a segment boundary.

Chapter 18 of the Highway Capacity Manual categorizes each LOS as follows:

LOS A describes primarily free-flow operation. Vehicles are completely unimpeded in their ability to maneuver within the traffic stream. Control delay at signalized intersections is minimal. Travel speeds exceed 80 percent of the base free flow speed (FFS) and the volume-to-capacity ratio is no greater than

1.0. LOS B describes reasonably unimpeded operation. The ability to maneuver within the traffic stream is only slightly restricted and control delay at the boundary intersections is not significant. The travel speed is between 67 and 80 percent of the base FFS and the volume-to-capacity ratio is no greater than

1.0. LOS C describes stable operations. The ability to maneuver and change lanes in midblock location may be more restricted than at LOS B. Longer queues at the boundary intersections may contribute to lower travel speeds. The travel speed is between 50 and 67 percent of the base FFS and the volume-tocapacity ratio is no greater than 1.0.

LOS D indicates a less stable condition in which small increases in flow may cause substantial increases in delay and decreases in travel speed. This operation may be due to adverse signal progression, high volumes or inappropriate signal timing at the boundary intersections. The travel speed is between 40 and 50 percent of the base FFS and the volume-to-capacity ratio is no greater than 1.0.

LOS E is characterized as an unstable operation and has significant delay. Such operations may be due to some combination of adverse progression, high volume and inappropriate signal timing at the boundary intersections. The travel speed is between 30 and 40 percent of the base FFS and the volume-to-capacity ratio is no greater than 1.0.

LOS F is characterized by flow at extremely low speed. Congestion is likely occurring at the boundary intersections, as indicated by high delay and extensive queuing. The travel speed is 30 percent or less of the base FFS or the volume-to-capacity ratio is greater than 1.0.

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App | D-5
Urban Street Segments LOS
Two performance measures are used to characterize vehicular LOS for a given direction of travel along an urban street segment. One measure is travel speed for through vehicles. This speed reflects the factors that influence running time along the link and the delay uncured by through vehicles at the boundary intersections. The second measures Is the volume-to-capacity ratio for the through movements at the downstream boundary intersection. These performance measures indicate the degree of mobility provided by the segment. Table A-4 provides a description of LOS for Urban Street Segments.

Table 4: Urban Street Segment Levels of Service (Motorized Vehicle Mode) LOS Travel Speed Threshold by Base Free-Flow Speed (miles/hour) Volume-to55 50 45 40 35 30 25 Capacity Ratio A >44 >40 >36 >32 >28 >24 >20
≤ 1.0
B >37 >34 >30 >27 >23 >20 >17
C >28 >25 >23 >20 >18 >15 >13
D >22 >20 >18 >16 >14 >12 >10
E >17 >15 >14 >12 >11 >9 >8
F ≤17 ≤15 ≤14 ≤12 ≤11 ≤9 ≤8
F Any > 1.0
Note: a = Volume-to-capacity ratio of through movement at downstream boundary intersection.

Source: Highway Capacity Manual 7th Edition, Exhibit 18-1.

Basic Freeway and Multilane Highway Segments
Segments of multilane highways and basic freeways outside the influence of merging maneuvers, diverging maneuvers, weaving maneuvers, or signalized intersections define LOS by density. Density describes a motorist's proximity to other vehicles and is related to a motorist's freedom to maneuver within the traffic stream. Chapter 12 of the Highway Capacity Manual categorizes each LOS as follows:

LOS A describes free-flow operations. FFS prevails on the freeway or multilane highway, and vehicles are almost completely unimpeded in their ability to maneuver within the traffic stream. The effects of incidents or point breakdowns are easily absorbed.

LOS B represents reasonably free-flow operations, and FFS on the freeway or multilane highway is maintained. The ability to maneuver within the traffic stream is only slightly restricted, and the general level of physical and psychological comfort provided to drivers is still high. The effects of minor incidents are still easily absorbed.

LOS C provides for flow with speeds near the FFS of the freeway or multilane highway. Freedom to maneuver within the traffic stream is noticeably restricted, and lane changes require more care and vigilance on the part of the driver. Minor incidents may still be absorbed, but the local deterioration in service quality will be significant. Queues may be expected to form behind any significant blockages.

LOS D is the level at which speeds begin to decline with increasing flows, with density increasing more quickly. Freedom to maneuver within the traffic stream is seriously limited, and drivers experience reduced physical and psychological comfort levels. Even minor incidents can be expected to create queuing, because the traffic stream has little space to absorb disruptions.

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www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704
(559) 570-8991
App | D-6
LOS E describes operation at or near capacity. Operations on the freeway or multilane highway at this level are highly volatile because there are virtually no usable gaps within the traffic stream, leaving little room to maneuver within the traffic stream. Any disruption to the traffic stream, such as vehicles entering from a ramp or an access point or a vehicle changing lanes, can establish a disruption wave that propagates throughout the upstream traffic stream. Toward the upper boundary of LOS E, the traffic stream has no ability to dissipate even the most minor disruption, and any incident can be expected to produce a serious breakdown and substantial queuing. The physical and psychological comfort afforded to drivers is poor.

LOS F describes unstable flow. Such conditions exist within queues forming behind bottlenecks.

Breakdowns occur for a number of reasons:
• Traffic incidents can temporarily reduce the capacity of a short segment so that the number of vehicles arriving at a point is greater than the number of vehicles that can move through it. • Points of recurring congestion, such as merge or weaving segments and lane drops, experience very high demand in which the number of vehicles arriving is greater than the number of vehicles that can be discharged.
• In analyses using forecast volumes, the projected flow rate can exceed the estimated capacity of a given location.

Basic Freeway
Basic Freeway segments generally have four to eight lanes (in both directions) and posted speed limits between 50 and 75 mi/hr. The median type depends on right-of-way constraints and other factors. The performance measures include capacity, free flow speed, demand and volume-to-capacity ratio, space mean speed, average density and LOS. The following performance measures are evaluated for each segment: capacity, FFS, demand-to-capacity or volume-to-capacity ratios, space mean average, average density, travel time, vehicle miles traveled, vehicle hours of travel and vehicle hours of delay. Table A-5 provides a description of LOS for Basic Freeway Segments.

Multilane Highway
Multilane Highway segments generally have four to six lanes (in both directions) and posted speed limits between 40 and 55 mi/hr. These highways may be divided, undivided or divided by a two-way left-turn lane. The performance measures include capacity, free flow speed, demand and volume-to-capacity ratio, space mean speed, average density and LOS. The following performance measures are evaluated for each segment: capacity, FFS, demand-to-capacity or volume-to-capacity ratios, space mean average, average density, travel time, vehicle miles traveled, vehicle hours of travel and vehicle hours of delay.

Table A-5 provides a description of LOS for Multilane Highway Segments.

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1502
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704
(559) 570-8991
App | D-7
Table 5: Basic Freeway and Multilane Highway Segment Level of Service Description Level of Service Density (Passenger Cars per Mile per Lane) Urban Rural
A ≤11 ≤6
B >11 to 18 >6 to 14
C >18 to 26 >14 to 22
D >26 to 35 >22 to 29
E >35 to 45 >29 to 39
F >45 or Demand Exceeds Capacity >39 or Demand Exceeds Capacity Note: Source: HCM 7th Edition, Exhibit 10-6.

Two-Lane Highway Segments
Two-Lane Highways generally have one lane per direction. The single lane in each direction may be supplemented with passing lanes, truck climbing lanes, turnouts or pullouts. If allowed, passing maneuvers are limited by the availability of gaps in the opposing traffic stream and by the availability of sufficient sight distance for a driver to discern the approach of an opposing vehicle safely. A principal measure of LOS is average speed, percent followers and follower density. Chapter 15 of the Highway Capacity Manual categorizes each LOS as follows:

At LOS A, motorists experience operating speeds near the posted speed limit and little difficulty in passing. Platooning is minimal and follower density is very low.

At LOS B through LOS D, represent gradations between the conditions for LOS A and LOS E.

At LOS E, speeds may still be reasonable, but platooning is significant and follower density is high.

Passing, if allowed is essentially impossible.

LOS F exists whenever demand flow in one or both directions exceeds the segment's capacity. When demand exceeds capacity, it is expected that there will be a reduction in the capacity at the bottleneck.

Two-Lane Highway
The performance measures include average speed, FFS and follower density. The LOS output is calculated for an establish segment boundary that includes consistent terrain, lane widths, shoulder widths, facility classification and demand flow rate. Table A-6 provides a description of LOS for Two-Lane Highway Segments.

Table 6: Two-Lane Highway Segment Level of Service Description LOS
Follower Density (Followers per Mile per Lane)
Higher-Speed Highways
Posted Speed Limit ≥ 50 miles per hour
Lower-Speed Highways
Posted Speed Limit < 50 miles per hour
A ≤2.0 ≤2.5
B >2.0 to 4.0 >2.5 to 5.0
C >4.0 to 8.0 >5.0 to 10.0
D >8.0 to 12.0 >10.0 to 15.0
E >12.0 >15.0
Note: Source: HCM 7th Edition, Exhibit 15-6.

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www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 App | E
(559) 570-8991
Appendix E: Collision Data
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-=-=-=-=-==-
1504
01/01/2022 thru 12/31/2022
Report Run On: 10/27/2023
Total Count: 5663
Include State Highways cases
County: Tulare
Primary Rd AVENUE 280 Distance (ft) 1584 Direction E Secondary Rd N MARIPOSA AVE NCIC 9480 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity UNINCORP. County Tulare Population 9 Rpt Dist Beat 006 Type 3 CalTrans Badge 012900 Collision Date 20221207 Time 0615 Day WEDPrimary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity INJURY #Killed 0 #Injured 1 Tow Away? N Process Date 20221223Weather1 CLOUDY Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 71 M H HNBD PROC ST E E 2235 RAM 2018 - 3 A 21650 - M G 2 DRVR 36 M H HNBD PROC ST W D 2200 TOYT 1997 - 3 N - M G PASS MINOR 36 F 3 0 M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd AVENUE 280 Distance (ft) 1056 Direction E Secondary Rd ROAD 140 NCIC 9480 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity UNINCORP. County Tulare Population 9 Rpt Dist Beat 006 Type 3 CalTrans Badge 020060 Collision Date 20221203 Time 2132 Day SATPrimary Collision Factor IMPROP TURN Violation 22107 Collision Type AUTO/PED Severity INJURY #Killed 0 #Injured 1 Tow Away? N Process Date 20221212Weather1 RAINING Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run FELONY Motor Vehicle Involved WithPED Lighting DARK - NO Ped Action IN RD, Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 998 - IMP UNK IMP UNK UNS TURN E A 0100 CHEV - 4 N - B B 2 PED 57 M W HNBD - N 6000 - - 3 O - - - PED SERIOUS 57 M 0 - - - Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd AVENUE 280 Distance (ft) 500. Direction E Secondary Rd ROAD 148 NCIC 9480 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity UNINCORP. County Tulare Population 9 Rpt Dist Beat 006 Type 3 CalTrans Badge 020837 Collision Date 20220415 Time 1735 Day FRIPrimary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20220418Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 48 M H HNBD PROC ST W A 0700 DODG 2005 - 3 N - L G DRVR MINOR 48 M 1 0 L G 2 DRVR 57 M H HNBD SLOWING W A 0700 GMC 2004 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd AVENUE 280 Distance (ft) 211. Direction E Secondary Rd ROAD 148 NCIC 9480 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity UNINCORP. County Tulare Population 9 Rpt Dist Beat 006 Type 3 CalTrans Badge 020612 Collision Date 20220914 Time 0105 Day WEDPrimary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away? N Process Date 20220926Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 20 F H HBD-UI RAN OFF RD W A 0800 DODG 2000 - 3 A 22107 - M H DRVR SERIOUS 20 F 1 1 M H Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd AVENUE 280 Distance (ft) 1584 Direction W Secondary Rd ROAD 176 NCIC 9480 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity UNINCORP. County Tulare Population 9 Rpt Dist Beat 006 Type 3 CalTrans Badge 019697 Collision Date 20220523 Time 1735 Day MONPrimary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20220531Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 32 F H HNBD PROC ST W A 0100 NISS 2015 - 3 N - L G 2 DRVR 32 M W HNBD SLOWING W A 0700 TOYT 2007 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

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'-_ - - - - - - - - - - - - - - - - - ----------------- - - - - -- - A A A A A A A A A A A L.1 - - 1505
01/01/2022 thru 12/31/2022
Report Run On: 10/27/2023
Total Count: 5663
Include State Highways cases
County: Tulare
Primary Rd BURNETT ROAD Distance (ft) 393. Direction S Secondary Rd AVENUE 152 NCIC 9480 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Tulare Population 9 Rpt Dist Beat 003 Type 3 CalTrans Badge 017108 Collision Date 20220105 Time 1145 Day WEDPrimary Collision Factor R-O-W AUTO Violation 21804A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20220111Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 CONS ZONE Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 61 M H HNBD ENT TRAF N F 2600 FORD 2017 - 4 N - M G 2 DRVR 73 F W HNBD PROC ST N A 0100 LEXS 2007 - 4 N - L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd CABRILLO Distance (ft) 156. Direction E Secondary Rd IRWIN NCIC 5406 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Tulare County Tulare Population 4 Rpt Dist 5406 Beat 0AO Type 0 CalTrans Badge 63 Collision Date 20220217 Time 1008 Day THUPrimary Collision Factor NOT DRIVER Violation Collision Type OTHER Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20220315 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1 DRVR 57 M W HNBD STOPPED E A 0100 MACK 2018 - 3 N - M G 2 PRKD 998 - PARKED E A 0100 - 2022 - - - - - -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd CAJON AV Distance (ft) 76.0 Direction Secondary Rd PINE ST NCIC 5408 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Woodlake County Tulare Population 2 Rpt Dist 5408 Beat Type 0 CalTrans Badge 1952 Collision Date 20220822 Time 0909 Day MONPrimary Collision Factor R-O-W AUTO Violation 21802A Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20230320Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 18 M HNBD ENT TRAF N E 2232 FORD 2016 - 3 A 21802 - L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd CALDWELL Distance (ft) 0.00 Direction Secondary Rd DEMAREE NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Visalia County Tulare Population 5 Rpt Dist 480 Beat 012 Type 0 CalTrans Badge A361 Collision Date 20220911 Time 0728 Day SUNPrimary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type OVERTURNED Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20221021Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 21 M H HBD-UI PROC ST W A 0100 - 2014 - 3 A 21453 - L G 2 DRVR 65 M W HNBD LFT TURN E D 2300 - 2019 - 3 - - L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd CALDWELL Distance (ft) 60.0 Direction W Secondary Rd LOVERS LN NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Visalia County Tulare Population 5 Rpt Dist 480 Beat 034 Type 0 CalTrans Badge A321 Collision Date 20220101 Time 0448 Day SATPrimary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20220311Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 61 M H HBD-UI LFT TURN S A 0100 AUDI 2001 - - A 21650 N M C Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

1506
01/01/2022 thru 12/31/2022
Report Run On: 10/27/2023
Total Count: 5663
Include State Highways cases
County: Tulare
Primary Rd E BUENA VISTA AV Distance (ft) 58.0 Direction W Secondary Rd N EDISON ST NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat 026 Type 0 CalTrans Badge C60 Collision Date 20220713 Time 0613 Day WEDPrimary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20220919Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithPKD MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 22 M H HBD-UI LFT TURN W A 0100 FORD 1997 - 3 A 23103 - M F PASS 18 M 3 0 M G PASS 17 F 6 0 M GPASS 17 F 4 0 M G
2 PRKD 998 - PARKED - A 0100 - 2011 - - - - - -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd E CALDWELL AV Distance (ft) 360. Direction W Secondary Rd N VILLA ST NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat 034 Type 0 CalTrans Badge A339 Collision Date 20220205 Time 2118 Day SATPrimary Collision Factor WRONG SIDE Violation 21650 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20220415Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithPKD MV Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 50 M W HNBD PROC ST W A 0100 FORD 2012 - 3 A 22350 F L G 2 PRKD 998 - W - 0000 - 2022 - - - - - -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd E CALDWELL AV Distance (ft) 0.00 Direction Secondary Rd S BURKE ST NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat Q33 Type 0 CalTrans Badge M292 Collision Date 20220916 Time 1159 Day FRIPrimary Collision Factor DRVR ALC|DRG Violation 23152B Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20221017Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 30 M HBD-UI PROC ST E A 0100 - 2019 - - - - M B Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd E CALDWELL AV Distance (ft) 0.00 Direction Secondary Rd S COURT ST NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat 034 Type 0 CalTrans Badge C59 Collision Date 20220424 Time 1408 Day SUNPrimary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HEAD-ON Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20220630Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 45 M B HBD-UI LFT TURN S A 0100 - 2007 - 3 A 21453 N L G PASS 998 F 3 0 L G 2 DRVR 40 M HNBD PROC ST N A 0100 FIAT 2012 - 3 N - L G DRVR POSSIBL 40 M 1 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd E CALDWELL AV Distance (ft) 10.0 Direction N Secondary Rd S LOVERS LN NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat Q34 Type 0 CalTrans Badge M292 Collision Date 20221101 Time 1402 Day TUEPrimary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 2 Tow Away? Y Process Date 20221215Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 78 M HNBD PROC ST S F 2600 - 1999 - - N - M G PASS MINOR 53 F 3 0 M G 2 DRVR 64 F HNBD STOPPED S F 2600 - 2016 - - N - M G3 DRVR 35 F HNBD STOPPED S A 0700 - 2021 - - N - M G DRVR MINOR 35 F 1 0 M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

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1507
01/01/2022 thru 12/31/2022
Report Run On: 10/27/2023
Total Count: 5663
Include State Highways cases
County: Tulare
Primary Rd LOVERS LN Distance (ft) 480. Direction S Secondary Rd E NOBLE AV NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat 033 Type 0 CalTrans Badge C59 Collision Date 20220418 Time 1413 Day MONPrimary Collision Factor NOT DRIVER Violation Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20220615Weather1 CLEAR Weather2 Rdwy Surface SLIPPERY Rdwy Cond1 OTHER Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1 DRVR 46 F HNBD RGT TURN N A 0100 - 2019 - - N - M G DRVR COMP PN 46 F 1 0 M G 2 DRVR 31 M A HNBD PROC ST N A 0100 - 2014 - - N - L G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd LOVERS LN Distance (ft) 0.00 Direction Secondary Rd MINERAL KING NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat 026 Type 0 CalTrans Badge A343 Collision Date 20220917 Time 1013 Day SATPrimary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20221122Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run MSDMNR Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 31 M H HBD-UI PROC ST S A 0100 - 2013 - 3 - - M B 2 DRVR 34 M W HNBD STOPPED S A 0100 - 2016 - 3 N - M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd LOVERS LN Distance (ft) 0.00 Direction Secondary Rd NOBLE NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat 026 Type 0 CalTrans Badge A353 Collision Date 20220129 Time 2240 Day SATPrimary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? N Process Date 20220309Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 54 F HNBD PROC ST N A 0100 JEEP 2004 - - F - - - 2 DRVR 32 M H HNBD PROC ST E A 0100 - 2012 - - N - - - PASS COMP PN 30 F 2 0 N F Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd LOVERS LN Distance (ft) 0.00 Direction Secondary Rd WALNUT AV NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat 034 Type 0 CalTrans Badge A339 Collision Date 20220806 Time 2142 Day SATPrimary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20220919Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 41 M H HBD-UI LFT TURN S A 0100 - 2018 - 3 A 23152 - L G 2 DRVR 23 M W HNBD PROC ST N A 0100 - 2006 - 3 N - L G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd LYNCH DRIVE Distance (ft) 34.0 Direction S Secondary Rd ROAD 256 NCIC 9481 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity UNINCORP. County Tulare Population 9 Rpt Dist Beat 020 Type 3 CalTrans Badge 018029 Collision Date 20220916 Time 1610 Day FRIPrimary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20220927Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 24 F H HNBD RAN OFF RD N A 0100 CHEV 2013 - 3 N - L G DRVR MINOR 24 F 1 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

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1508
01/01/2022 thru 12/31/2022
Report Run On: 10/27/2023
Total Count: 5663
Include State Highways cases
County: Tulare
Primary Rd ROAD 144 Distance (ft) 25.0 Direction N Secondary Rd AVENUE 8 NCIC 9480 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity UNINCORP. County Tulare Population 9 Rpt Dist Beat 005 Type 3 CalTrans Badge 020837 Collision Date 20220818 Time 1615 Day THUPrimary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20220822Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 51 M H HNBD PROC ST S D 2200 TOYT 1989 - 3 N - P G 2 DRVR 28 M H HNBD STOPPED S D 2200 GMC 2005 - 3 N - M G3 DRVR 30 F W HNBD STOPPED S A 0700 TOYT 2019 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd ROAD 144 Distance (ft) 2640 Direction N Secondary Rd STATE ROUTE 201 NCIC 9480 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity UNINCORP. County Tulare Population 9 Rpt Dist Beat 002 Type 3 CalTrans Badge 018521 Collision Date 20220407 Time 1656 Day THUPrimary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HEAD-ON Severity FATAL #Killed 1 #Injured 1 Tow Away? Y Process Date 20220603Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run FELONY Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 41 M H HBD-UI OPPOS LN S A 0100 HOND 2007 - 4 A 22107 M L G DRVR KILLED 42 M 1 0 L G 2 DRVR 67 M H HNBD PROC ST N A 0100 HOND 2001 - 3 N - L G DRVR POSSIBL 67 M 1 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd ROAD 148 Distance (ft) 3.00 Direction N Secondary Rd AVENUE 280 NCIC 9480 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity UNINCORP. County Tulare Population 9 Rpt Dist Beat 006 Type 3 CalTrans Badge 017108 Collision Date 20220213 Time 1420 Day SUNPrimary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20220223Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 38 F W HNBD PROC ST N A 0700 TOYT 2003 - 4 N - M G 2 DRVR 38 M H HNBD PROC ST W D 2200 CHEV 1991 - 4 N - P G DRVR POSSIBL 38 M 1 0 P G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd ROAD 148 Distance (ft) 1056 Direction N Secondary Rd AVENUE 280 NCIC 9480 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity UNINCORP. County Tulare Population 9 Rpt Dist Beat 006 Type 3 CalTrans Badge 012900 Collision Date 20220315 Time 0655 Day TUEPrimary Collision Factor R-O-W AUTO Violation 21801A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20220316Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 69 M W HNBD LFT TURN N D 2200 RAM 2022 - 3 N - M G 2 DRVR 26 F H HNBD PROC ST S A 0100 TOYT 2004 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd ROAD 148 Distance (ft) 0.00 Direction Secondary Rd AVENUE 280 NCIC 9480 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity UNINCORP. County Tulare Population 9 Rpt Dist Beat 006 Type 3 CalTrans Badge 019427 Collision Date 20220406 Time 1812 Day WEDPrimary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 4 Tow Away? N Process Date 20220418Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithTRAIN Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 51 M W HBD-UI PROC ST S A 0700 CHEV 2003 - 3 A 22450 - M G DRVR SERIOUS 51 M 1 0 M G PASS MINOR 50 M 3 0 M G
2 DRVR 61 M W HNBD PROC ST E D 2200 DODG 1998 - 3 N - M H3 DRVR 43 F W HNBD STOPPED N A 0100 FORD 2005 - 3 N - M G DRVR POSSIBL 43 F 1 0 M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

+
1509
01/01/2022 thru 12/31/2022
Report Run On: 10/27/2023
Total Count: 5663
Include State Highways cases
County: Tulare
Primary Rd S LOVERS LN Distance (ft) 23.0 Direction S Secondary Rd E NOBLE AV NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat P33 Type 0 CalTrans Badge M333 Collision Date 20220301 Time 0913 Day TUEPrimary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20220420Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 36 M W HNBD PROC ST N A 0700 - 2000 - 3 N - M G 2 DRVR 45 F H HNBD STOPPED N - 0000 - 2012 - 3 N - M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd S LOVERS LN Distance (ft) 190. Direction S Secondary Rd E NOBLE AV NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat P33 Type 0 CalTrans Badge C60 Collision Date 20220324 Time 1728 Day THUPrimary Collision Factor R-O-W AUTO Violation 21804A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20220524Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 26 M H HNBD ENT TRAF N A 0100 - 2000 - 3 N - M G 2 DRVR 26 M H HNBD PROC ST N J 4800 - 2019 - 3 N - M G PASS 28 F - - - - Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd S LOVERS LN Distance (ft) 132. Direction S Secondary Rd E NOBLE AV NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat 033 Type 0 CalTrans Badge M226 Collision Date 20221213 Time 1407 Day TUEPrimary Collision Factor STRTNG|BCKNG Violation 22106 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20230127Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 46 M W HNBD PROC ST N A 0700 - 2015 - 3 N - M G 2 DRVR 50 M H HNBD STOPPED N D 2200 - 2003 - 3 N - M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd S LOVERS LN Distance (ft) 0.00 Direction Secondary Rd EAST K ST NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat Type 0 CalTrans Badge C59 Collision Date 20220507 Time 1333 Day SATPrimary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away? Y Process Date 20220630Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 998 M H HNBD LFT TURN E A 0100 FORD 2014 - 3 N - L G DRVR MINOR 998 M 1 0 L G 2 DRVR 25 F HNBD PROC ST S A 0100 - 2014 - 3 N - L G DRVR MINOR 25 F 1 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd S LOVERS LN Distance (ft) 0.00 Direction Secondary Rd K AV NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat 034 Type 0 CalTrans Badge A251 Collision Date 20220908 Time 2042 Day THUPrimary Collision Factor R-O-W AUTO Violation 21800B Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20221017Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 22 F H HNBD LFT TURN E A 0100 - 2011 - 3 F - L G PASS 21 F 2 0 M G 2 DRVR 46 F HNBD PROC ST S A 0100 JEEP 2015 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

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1510
01/01/2022 thru 12/31/2022
Report Run On: 10/27/2023
Total Count: 695
Include State Highways cases
Jurisdiction(s): Visalia
Primary Rd S LOVERS LN Distance (ft) 0.00 Direction Secondary Rd EAST K ST NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat Type 0 CalTrans Badge C59 Collision Date 20220507 Time 1333 Day SATPrimary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away? Y Process Date 20220630Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 998 M H HNBD LFT TURN E A 0100 FORD 2014 - 3 N - L G DRVR MINOR 998 M 1 0 L G 2 DRVR 25 F HNBD PROC ST S A 0100 - 2014 - 3 N - L G DRVR MINOR 25 F 1 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd S LOVERS LN Distance (ft) 0.00 Direction Secondary Rd K AV NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat 034 Type 0 CalTrans Badge A251 Collision Date 20220908 Time 2042 Day THUPrimary Collision Factor R-O-W AUTO Violation 21800B Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20221017Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 22 F H HNBD LFT TURN E A 0100 - 2011 - 3 F - L G PASS 21 F 2 0 M G 2 DRVR 46 F HNBD PROC ST S A 0100 JEEP 2015 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd S MADSEN ST Distance (ft) 0.00 Direction Secondary Rd W WALNUT AV NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat R12 Type 0 CalTrans Badge C56 Collision Date 20221031 Time 1235 Day MONPrimary Collision Factor R-O-W AUTO Violation 21802A Collision Type OTHER Severity INJURY #Killed 0 #Injured 1 Tow Away? N Process Date 20221208Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithBICYCLE Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 75 M W HNBD RGT TURN S A 0100 FORD 2011 - 3 N - M G 2 BICY 93 M A HNBD PROC ST E L 0400 - - 3 N - - - BICY POSSIBL 93 M 0 0 P V Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd S MC AULIFF ST Distance (ft) 0.00 Direction Secondary Rd E WALNUT NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat Type 0 CalTrans Badge C59 Collision Date 20220613 Time 1625 Day MONPrimary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20220915Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 42 M H HNBD PROC ST S F 2600 - 2012 - 3 N - L G 2 DRVR 22 F HNBD PROC ST W A 0100 - 2018 - 3 N - - - PASS COMP PN 998 M 4 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd S MOONEY BL Distance (ft) 0.00 Direction Secondary Rd AVE 272 NCIC 5407 State Hwy? Y Route 63 Postmile Prefix - Postmile 5.011 Side of Hwy NCity Visalia County Tulare Population 5 Rpt Dist 480 Beat R12 Type 0 CalTrans 6 Badge C56 Collision Date 20221103 Time 1451 Day THUPrimary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20221223Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type I Ramp/Int 5 1F DRVR 41 F W HNBD PROC ST E A 0100 - 2007 - - N - B H DRVR SERIOUS 41 F 1 0 L H 2 DRVR 33 M W HBD-UI PROC ST N D 2200 - 2006 - - N - L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

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1511
01/01/2022 thru 12/31/2022
Report Run On: 10/27/2023
Total Count: 5663
Include State Highways cases
County: Tulare
Primary Rd S MT VERNON AV Distance (ft) 38.0 Direction N Secondary Rd W APIA ST NCIC 5404 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Lindsay County Tulare Population 2 Rpt Dist 5404 Beat 017 Type 0 CalTrans Badge 677 Collision Date 20220717 Time 0913 Day SUNPrimary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20220816Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithPKD MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 58 M W HNBD PROC ST S D 2200 - 2002 - 3 F - M G 2 PRKD 998 - PARKED - - 0031 - - 3 - - - -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd S OAK VIEW Distance (ft) 51.0 Direction S Secondary Rd W JAMES NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat Q34 Type 0 CalTrans Badge A366 Collision Date 20220228 Time 2145 Day MONPrimary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20220415Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run MSDMNR Motor Vehicle Involved WithFIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 998 - IMP UNK IMP UNK PROC ST S A 0100 - 2014 - - N - M B Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd S OAK VIEW Distance (ft) 12.0 Direction S Secondary Rd W JAMES NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat 034 Type 0 CalTrans Badge M194 Collision Date 20220302 Time 0913 Day WEDPrimary Collision Factor IMPROP TURN Violation 22103 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20220420Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run MSDMNR Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 31 M B HNBD U-TURN S A 0100 - 2011 - 3 N - M G
2 DRVR 47 F HNBD PROC ST S A 0700 - 2017 - 3 N - M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd S PINKHAM ST Distance (ft) 0.00 Direction Secondary Rd E K RD NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat 034 Type 0 CalTrans Badge 11895 Collision Date 20221014 Time 0713 Day FRIPrimary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? N Process Date 20221206Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 73 F H HNBD PROC ST S A 0700 JEEP 2015 - 3 N - M G 2 DRVR 21 M H HNBD PROC ST N A 0700 - 2011 - 3 N - L G PASS MINOR 20 F 3 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd S PINKHAM ST Distance (ft) 0.00 Direction Secondary Rd WALNUT AV NCIC 5407 State Hwy? N Route Postmile Prefix Postmile Side of HwyCity Visalia County Tulare Population 5 Rpt Dist 480 Beat 034 Type 0 CalTrans Badge 12389 Collision Date 20220601 Time 2143 Day WEDPrimary Collision Factor OTHER HAZ Violation 21451A Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20220629Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 998 M H HNBD LFT TURN N A 0100 - 2008 - 3 N - L G 2 DRVR 49 F H HNBD PROC ST S A 0700 - 2004 - 3 N - L G PASS 49 F 4 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

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-b1512
Case Listing

Report run on: 9/9/2025 252900 Jan 1, 2023 - Jun 30, 2023 Crashes in Tulare Co.Total Count: 3,077 City VISALIA County TULARE Population 5 Rpt Dist 480 Q34 Beat Type CalTrans Dist Badge M333 Crash Date 20230206 Time 1154 Day MON Primary Crash Factor STOP SGN|SIG Violation 21453A Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 2 Tow Away? Y Process Date 20230410
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting Ped Action Cntrl Dev DAYLIGHT FNCTNG Loc Type Ramp/Int Latitude Longitude Local Rpt # 23-010626 Case ID 9560207 Primary Rd S LOVER LN
Distance(ft)I Direction Secondary Rd

E WALNUT AV
NCIC State Hwy 5407 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 18 M HNBD PROC ST N A 0100 - 2007 - 3 N - L G DRVR MINOR 18 M 1 L G 0 PASS 23 F 3 L G 0
2 DRVR 36 M HNBD PROC ST E A 0100 - 2012 - 3 N - L G DRVR POSSIBLE 36 M 1 L G 0 City PORTERVILLE County TULARE Population 4 Rpt Dist SEC1 Beat Type CalTrans Dist Badge 268 Crash Date 20230206 Time 1208 Day MON Primary Crash Factor
R-O-W AUTO Violation 21800B Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20230317
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting Ped Action Cntrl Dev DAYLIGHT NT PRS/FCTR Loc Type Ramp/Int Latitude 36.07472 Longitude 119.02413 Local Rpt # 23P05921 Case ID 9548116 Primary Rd HAWAII ST
Distance(ft)I Direction Secondary Rd SCHOOL AV
NCIC State Hwy 5405 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 22 F O HNBD PROC ST E A 0100 - 2020 - 3 N - M G
2 DRVR 59 M W HNBD PROC ST N I 1100 - 2017 - 3 N - M G
City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 065 Type CalTrans Dist 1 Badge 016995Crash Date 20230206 Time 1410 Day MON
Primary Crash Factor
UNSAFE SPEED Violation 22350 Crash Type
REAR END Severity INJURY # Killed 0 # Injured 2 Tow Away? Y Process Date 20230214
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV, ADD

OBJ STRUCK
Lighting Ped Action Cntrl Dev DAYLIGHT NT PRS/FCTR Loc Type Ramp/Int Latitude 36.27156 Longitude 119.13623 Local Rpt # 9480-2023-00263 Case ID 91994370 Primary Rd STATE ROUTE 65
Distance(ft)700
Direction Secondary Rd S
AVENUE 268
NCIC State Hwy 9480 ? Y Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 35 M H HNBD PROC ST N D 2200 CHEV 2016 - 3 N - M G DRVR POSSIBLE 35 M 1 M G 0 2 DRVR 54 M H HNBD STOPPED N A 0100 SCIO 2005 - 3 N - M G DRVR POSSIBLE 54 M 1 M G 03 DRVR 58 M W HNBD PROC ST S D 2200 DODG 2003 - - N - M G

1513
Case Listing

Report run on: 9/9/2025 252900 Jan 1, 2023 - Jun 30, 2023 Crashes in Tulare Co.Total Count: 3,077 City LINDSAY County TULARE Population 2 Rpt Dist 21L Beat Type CalTrans Dist Badge 670 Crash Date 20230407 Time 0733 Day FRI Primary Crash Factor
R-O-W AUTO Violation 21802A Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20230523
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting
DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
Latitude Longitude Local Rpt # 23L-00539 Case ID 9567121 Primary Rd MIRAGE
Distance(ft)15
Direction Secondary Rd W VALENCIA BL
NCIC State Hwy 5404 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 80 M H HNBD ENT TRAF E D 2200 - 2011 - 3 N - G M
2 DRVR 59 M B HNBD PROC ST N A 0100 - 2009 - 3 N - L G DRVR OTH VIS 59 - 1 L G -3 DRVR 41 M H HNBD STOPPED W D 2200 - 2017 - - N - G M City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 006 Type CalTrans Dist 3 Badge 013914Crash Date 20230407 Time 1018 Day FRI Primary Crash Factor
UNSAFE SPEED Violation 22350 Crash Type
REAR END Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20230412
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting
DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.29818 Longitude 119.24266 Local Rpt # 9480-2023-00714 Case ID 92043255 Primary Rd AVENUE 280
Distance(ft)110
Direction Secondary Rd E
ROAD 148
NCIC State Hwy 9480 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 68 F W HNBD PROC ST W A 0800
DODG 1999 - 3 N - L H DRVR MINOR 68 F 1 L H 0
2 DRVR 22 F H HNBD STOPPED W A 0100 HOND 2008 - 3 N - M G 3 DRVR 73 F W HNBD STOPPED W A 0100
TOYT 2008 - 3 N - M G
4 DRVR 73 F W HNBD STOPPED W A 0100
TOYT 2014 - 4 N - M G
5 DRVR 47 F O HNBD STOPPED W A 0700
TOYT 2019 - 4 N - M G
City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 006 Type CalTrans Dist 3 Badge 017108Crash Date 20230407 Time 1225 Day FRI Primary Crash Factor
R-O-W AUTO Violation 21802A Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20230412
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting
DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
Latitude 36.12380 Longitude 119.32187 Local Rpt # 9480-2023-00719 Case ID 92042944 Primary Rd ROAD 112
Distance(ft)I Direction Secondary Rd
AVENUE 184
NCIC State Hwy 9480 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 22 F H HNBD LFT TURN S A 0100
LEXS 2010 - 4 N - L G
2 DRVR 37 M H HNBD PROC ST W G 2646 FORD 2016 - 4 N - M G

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Case Listing

Report run on: 9/9/2025 252900 Jan 1, 2023 - Jun 30, 2023 Crashes in Tulare Co.Total Count: 3,077 City VISALIA County TULARE Population 5 Rpt Dist 480 Beat Type CalTrans Dist Badge M293 Crash Date 20230414 Time 0730 Day FRI Primary Crash Factor
R-O-W AUTO Violation 21802A Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 2 Tow Away? Y Process Date 20230608
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting
DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
Latitude Longitude Local Rpt # 23-030801 Case ID 9566946 Primary Rd S LOVERS LN
Distance(ft)I Direction Secondary Rd

E SUNNYSIDE AV
NCIC State Hwy 5407 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 38 F W HNBD LFT TURN E A 0100 - 2021 - 3 N - L G DRVR SERIOUS 38 F 1 L G 0 2 DRVR 45 M HNBD PROC ST S A 0100 - 2019 - 3 N - L - DRVR POSSIBLE 45 M 1 L G 0 City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 003 Type CalTrans Dist 3 Badge 017713Crash Date 20230414 Time 0747 Day FRI Primary Crash Factor
UNSAFE SPEED Violation 22350 Crash Type HIT OBJECT Severity INJURY # Killed 0 # Injured 1 Tow Away? N Process Date 20230418
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With
NON-CLSN Lighting
DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.22550 Longitude 119.39501 Local Rpt # 9480-2023-00767 Case ID 92047779 Primary Rd PROSPERITY AVE.

Distance(ft)410
Direction Secondary Rd W COLPIEN RD.

NCIC State Hwy 9480 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 76 M H HNBD PROC ST W A 0100
NISS 2019 - 3 A 22107 - L G DRVR MINOR 76 M 1 L G 0
City PORTERVILLE County TULARE Population 4 Rpt Dist SEC 1 001 Beat Type CalTrans Dist Badge 296 Crash Date 20230414 Time 0752 Day FRI Primary Crash Factor
R-O-W AUTO Violation 21802A Crash Type HEAD-ON Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20230516
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting
DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.07335 Longitude 119.06485 Local Rpt # 23P15948 Case ID 9567107 Primary Rd MORTON AV
Distance(ft)I Direction Secondary Rd

ARGYLE ST
NCIC State Hwy 5405 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 42 F W HNBD LFT TURN N D 2200 - 2013 - 3 N - M G PASS 11 M 3 M G 0 PASS 13 F 6 M G 0PASS 10 M 4 M G 0
2 DRVR 31 F O HNBD PROC ST E A 0700 - 2023 - 3 N - L G3 PRKD 998 - PARKED W A 0700 - 2002 - - N - - -

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Case Listing

Report run on: 9/9/2025 252900 Jul 1, 2023 - Dec 31, 2023 Crashes in Tulare Co.Total Count: 3,210 City VISALIA County TULARE Population 5 Rpt Dist 480 P33 Beat Type CalTrans Dist Badge A349 Crash Date 20231118 Time 2115 Day SAT
Primary Crash Factor
DRVR ALC|DRG Violation 23152B Crash Type HEAD-ON Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20240311
Weather1 CLOUDY Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With FIXED OBJ Lighting
DARK - ST LTS Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude Longitude Local Rpt # 23-098531 Case ID 9678881 Primary Rd NOBLE AV
Distance(ft)180
Direction Secondary Rd E WATSON ST
NCIC State Hwy 5407 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 30 M H HBD-UI RGT TURN E A 0100 - 2018 - - - - M G City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 050 Type CalTrans Dist 3 Badge 019578Crash Date 20231118 Time 2500 Day SAT Primary Crash Factor IMPROP TURN Violation 22107 Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20231122
Weather1 CLOUDY Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run MISDEMEANOR Motor Veh Involved With PKD MV Lighting DARK - NO ST LTS Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.05511 Longitude 118.96948 Local Rpt # 9481-2023-00759 Case ID 92242584 295
ALTA VISTA 9481
N
AVENUE

SPRINGVILLE
E
AVENUE
Primary Rd
Distance(ft)
Direction Secondary Rd
NCIC State Hwy? Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 998 - IMP UNK IMP UNK UNS TURN E - 9900 - - 4 N - B B 2 PRKD 998 - PARKED E A 0700 JEEP 2019 - 4 N - - -
City VISALIA County TULARE Population 5 Rpt Dist 480 Q34 Beat Type CalTrans Dist Badge A349 Crash Date 20231119 Time 0220 Day SUN
Primary Crash Factor
DRVR ALC|DRG Violation 23153B Crash Type
REAR END Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20240217
Weather1 CLEAR Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting
DARK - ST LTS Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.31269 Longitude 119.26056 Local Rpt # 23-098600 Case ID 9599204 Primary Rd E WALNUT AVE
Distance(ft)0 Direction Secondary Rd E S LOVERS LANE
NCIC State Hwy 5407 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 32 M H HBD-UI PROC ST W A 0100 - 2017 - - - - L G
2 DRVR 64 M H HNBD PROC ST W D 2200 - 2009 - - - - L G DRVR MINOR 64 M 1 L G 0 City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 005 Type CalTrans Dist 3 Badge 018861Crash Date 20231119 Time 0645 Day SUN Primary Crash Factor
NOT DRIVER Violation Crash Type HIT OBJECT Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20231127
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With FIXED OBJ Lighting
DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.02142 Longitude 119.29482 Local Rpt # 9480-2023-02463 Case ID 92245471 Primary Rd ROAD 124
Distance(ft)232
Direction Secondary Rd S
AVENUE 128
NCIC State Hwy 9480 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1 DRVR 49 F H HNBD PARKING S A 0700 CHEV 2014 - 3 N - L G

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Case Listing

Report run on: 9/9/2025 252900 Jul 1, 2023 - Dec 31, 2023 Crashes in Tulare Co.Total Count: 3,210 City VISALIA County TULARE Population 5 Rpt Dist 480 034 Beat Type CalTrans Dist Badge A359 Crash Date 20231129 Time 1559 Day WED
Primary Crash Factor WRONG SIDE Violation 21650 Crash Type HEAD-ON Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20240108
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With FIXED OBJ Lighting Ped Action Cntrl Dev DAYLIGHT FNCTNG Loc Type Ramp/Int Latitude 36.30618 Longitude 119.26946 Local Rpt # 23-101789 Case ID 9634058 Primary Rd PINKHAM ST
Distance(ft)205
Direction Secondary Rd S K AV
NCIC State Hwy 5407 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 53 M H HNBD PROC ST - F 2600 - 2006 - 3 N - L G DRVR MINOR 53 M 1 L G 0 City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 001 Type CalTrans Dist 3 Badge 017291Crash Date 20231129 Time 1730 Day WED Primary Crash Factor
R-O-W AUTO Violation 21802A Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20231205
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting Ped Action Cntrl Dev DARK - NO ST LTS NT PRS/FCTR Loc Type Ramp/Int Latitude 36.45467 Longitude 119.48510 Local Rpt # 9480-2023-02534 Case ID 92253108 Primary Rd MERRITT DR
Distance(ft)I Direction Secondary Rd CHURCH DR
NCIC State Hwy 9480 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 65 M H HNBD PROC ST S D 2200 CHEV 2005 - 4 N - M G 2 DRVR 23 M W HNBD PROC ST E D 2200 FORD 2019 - 4 N - L G City PORTERVILLE County TULARE Population 4 Rpt Dist 2 Beat Type CalTrans Dist Badge 282 Crash Date 20231129 Time 1821 Day WED Primary Crash Factor IMPROP TURN Violation 22107 Crash Type HIT OBJECT Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20231226
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With FIXED OBJ Lighting Ped Action Cntrl Dev DARK - ST LTS FNCTNG Loc Type Ramp/Int Latitude 36.07065 Longitude 119.01620 Local Rpt # 23P54872 Case ID 9642536 Primary Rd MAIN ST
Distance(ft)17
Direction Secondary Rd N CLEVELAND AV
NCIC State Hwy 5405 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 19 F O HNBD PROC ST N A 0100 - 2009 - 3 A 12500A - L G PASS POSSIBLE 53 F 6 L G 0 PASS 26 F 4 L G 0PASS 21 M 3 L G 0

1517
Case Listing

Report run on: 9/9/2025 252900 Av. Jan 1, 2024 - Av. Jun 30, 2024 Crashes in Tulare Co.Total Count: 2,978 City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 001 Type CalTrans Dist 3 Badge 019349Crash Date 20240323 Time 0700 Day SAT Primary Crash Factor
UNSAFE SPEED Violation 22350 Crash Type HIT OBJECT Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20240402
Weather1 RAINING Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER OBJ Lighting Ped Action Cntrl Dev DAYLIGHT NT PRS/FCTR Loc Type Ramp/Int Latitude 36.38448 Longitude 119.39482 Local Rpt # 9480-2024-00618 Case ID 92352594 ROAD 80 314
S
AVENUE 328 9480
N

SOUTHBOUND
Primary Rd
Distance(ft)
Direction Secondary Rd
NCIC State Hwy? Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 32 M H HNBD UNS TURN S D 2200 GMC 2008 - 3 N - M G City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 002 Type CalTrans Dist 3 Badge 019186Crash Date 20240323 Time 0900 Day SAT Primary Crash Factor
UNSAFE SPEED Violation 22350 Crash Type
REAR END Severity PDO # Killed 0 # Injured 0 Tow Away?
N Process Date 20240327
Weather1 CLOUDY Weather2
RAINING Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting Ped Action Cntrl Dev DAYLIGHT NT PRS/FCTR Loc Type Ramp/Int Latitude 36.48692 Longitude 119.30484 Local Rpt # 9480-2024-00620 Case ID 92348691 Primary Rd AVE 284
Distance(ft)125
Direction Secondary Rd W
ROAD 120
NCIC State Hwy 9480 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 32 M H HNBD PROC ST E A 0100 HOND 2001 - 3 N - M G 2 DRVR 38 F W HNBD STOPPED E A 0100 HOND 2006 - 3 N - M G City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 003 Type CalTrans Dist 3 Badge 021370Crash Date 20240323 Time 0935 Day SAT Primary Crash Factor
NOT DRIVER Violation Crash Type OTHER Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20240402
Weather1 CLOUDY Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With
ANIMAL Lighting Ped Action Cntrl Dev DAYLIGHT NT PRS/FCTR Loc Type Ramp/Int Latitude 36.18835 Longitude 119.49326 Local Rpt # 9480-2024-00626 Case ID 92352550 Primary Rd ROAD 36
Distance(ft)2640
Direction Secondary Rd N
AVENUE 216
NCIC State Hwy 9480 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1 DRVR 47 F H HNBD PROC ST S A 0100
TOYT 2002 - 3 N - M G
City VISALIA County TULARE Population 5 Rpt Dist 480 034 Beat Type CalTrans Dist Badge A359 Crash Date 20240323 Time 1045 Day SAT
Primary Crash Factor STOP SGN|SIG Violation 21453A Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 1 Tow Away? N Process Date 20240425
Weather1 CLEAR Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting Ped Action Cntrl Dev DAYLIGHT FNCTNG Loc Type Ramp/Int Latitude 36.29828 Longitude 119.26089 Local Rpt # 24-023807 Case ID 9681387 Primary Rd CALDWELL AV
Distance(ft)I Direction Secondary Rd

LOVERS LN
NCIC State Hwy 5407 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 54 M H HNBD PROC ST N D 2200 - 2003 - 3 N - M G PASS POSSIBLE 56 F 3 M G 0 2 DRVR 63 F W HNBD PROC ST W A 0100 - 2012 - 3 N - - - PASS 9 M 5 M G 0

1518
Case Listing

Report run on: 9/9/2025 252900 Av. Jan 1, 2024 - Av. Jun 30, 2024 Crashes in Tulare Co.Total Count: 2,978 City DINUBA County TULARE Population 3 Rpt Dist 5401 00B Beat Type CalTrans Dist Badge 2132 Crash Date 20240507 Time 1322 Day TUE Primary Crash Factor
NOT DRIVER Violation Crash Type
AUTO/PED Severity PDO # Killed 0 # Injured 0 Tow Away?
N Process Date 20240711
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run MISDEMEANOR Motor Veh Involved With PED Lighting DAYLIGHT Ped Action Cntrl Dev X-WLK AT IS NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt #
DA2401631 Case ID 9677164
Primary Rd ELMONTE WAY
Distance(ft)I Direction Secondary Rd

N PERRY ST
NCIC State Hwy 5401 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1 PED 998 - IMP UNK IMP UNK PROC ST E N 6000 - - - N - - -2 DRVR 39 M A IMP UNK IMP UNK RGT TURN W A 0100 - 2015 - - N - M A PASS 998 M 3 - A -
City DINUBA County TULARE Population 3 Rpt Dist 5401 001 Beat Type CalTrans Dist Badge 2116 Crash Date 20240507 Time 1412 Day TUE Primary Crash Factor OTHER IMPROP DRV Violation Crash Type OTHER Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20240917
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting
DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt #
DA2401632 Case ID 9677472
Primary Rd W NEBRASKA AV
Distance(ft)11
Direction Secondary Rd N
RD 72
NCIC State Hwy 5401 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 29 F H HNBD PROC ST N A 0700 - 2018 - - - - M G DRVR COMP PN 29 M 1 M G 0 PASS 2 M 4 M Q 0
2 DRVR 62 M H HNBD PROC ST E A 0100 - 2021 - - - - M G
City VISALIA County TULARE Population 5 Rpt Dist 480 034 Beat Type CalTrans Dist Badge A395 Crash Date 20240507 Time 1420 Day TUE
Primary Crash Factor
DRVR ALC|DRG Violation 23152B Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20240712
Weather1 CLEAR Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting
DARK - ST LTS Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude Longitude Local Rpt # 24-036038 Case ID 9714400 Primary Rd LOVERS LN
Distance(ft)I Direction Secondary Rd WALNUT AV
NCIC State Hwy 5407 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 46 M H HBD-UI LFT TURN W A 0700 - 2022 - - A 21453C - L G 2 DRVR 37 M HNBD PROC ST N A 0700 - 2003 - - N - M G

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Case Listing

Report run on: 9/9/2025 252900 Av. Jan 1, 2024 - Av. Jun 30, 2024 Crashes in Tulare Co.Total Count: 2,978 City VISALIA County TULARE Population 5 Rpt Dist 480 025 Beat Type CalTrans Dist Badge 12635 Crash Date 20240523 Time 1608 Day THU Primary Crash Factor
R-O-W AUTO Violation 21801A Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 2 Tow Away? Y Process Date 20240716
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting
DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
Latitude 36.34193 Longitude 119.29353 Local Rpt # 24-041541 Case ID 9714390 Primary Rd HOUSTON AV
Distance(ft)I Direction Secondary Rd
LOCUST
NCIC State Hwy 5407 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 27 F H HNBD LFT TURN E A 0100 - 2004 - - N - L C DRVR POSSIBLE 27 F 1 L G 0 2 DRVR 19 M H HNBD PROC ST W A 0100 - 2012 - - N - L
A DRVR POSSIBLE 19 M 1 L G 0
City VISALIA County TULARE Population 5 Rpt Dist 480 025 Beat Type CalTrans Dist Badge 12458 Crash Date 20240523 Time 1917 Day THU Primary Crash Factor
LANE CHANGE Violation 21658A Crash Type SIDESWIPE Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20240711
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting
DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
Latitude 36.32742 Longitude 119.30753 Local Rpt # 24-041660 Case ID 9706538 Primary Rd RT 63
Distance(ft)91
Direction Secondary Rd E

DOLLNER ST
NCIC State Hwy 5407 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 30 M W HNBD CHANG LN W A 0100 - 2016 - - N - M G
2 DRVR 23 F HNBD PROC ST W A 0100 - 2018 - - N - L G DRVR MINOR 23 F 1 L G 0 City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 006 Type CalTrans Dist 3 Badge 021370Crash Date 20240523 Time 2110 Day THU
Primary Crash Factor IMPROP TURN Violation 22107 Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 2 Tow Away? Y Process Date 20240607
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV, ADD

OBJ STRUCK
Lighting
DARK - ST LTS Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.29819 Longitude 119.24308 Local Rpt # 9480-2024-01098 Case ID 92409054 Primary Rd AVENUE 280
Distance(ft)I Direction Secondary Rd
ROAD 148
NCIC State Hwy 9480 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 17 M W HNBD LFT TURN W A 0100
NISS 2008 - 3 N - L G
2 DRVR 33 F W HNBD PROC ST W A 0100 CHRY 2011 - 3 N - L G DRVR POSSIBLE 33 F 1 L G 0 PASS POSSIBLE 10 F 3 L G 0

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Case Listing

Report run on: 9/9/2025 252900 Av. Jan 1, 2024 - Av. Jun 30, 2024 Crashes in Tulare Co.Total Count: 2,978 City VISALIA County TULARE Population 5 Rpt Dist 480 034 Beat Type CalTrans Dist Badge 12293 Crash Date 20240627 Time 2024 Day THU Primary Crash Factor
DRVR ALC|DRG Violation 23152A Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20240731
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting Ped Action Cntrl Dev DARK - ST LTS FNCTNG Loc Type Ramp/Int Latitude Longitude Local Rpt # 24-051979 Case ID 9716997 Primary Rd E CALDWELL AV
Distance(ft)I Direction Secondary Rd S LOVERS LN
NCIC State Hwy 5407 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 47 M HBD-UI PROC ST W A 0700 FORD 2021 - - A 21650 - L B 2 DRVR 26 F PROC ST W A 0700 JEEP 2021 - - N - M C PASS 21 F 2 M C 0 PASS 998 M 5 M G 0
City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 010 Type CalTrans Dist 3 Badge 021227Crash Date 20240627 Time 2150 Day THU
Primary Crash Factor
R-O-W AUTO Violation 21453B Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20240708
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting Ped Action Cntrl Dev DARK - ST LTS FNCTNG Loc Type Ramp/Int Latitude 36.21057 Longitude 119.13623 Local Rpt # 9481-2024-00374 Case ID 92432559 Primary Rd ROAD 196
Distance(ft)60
Direction Secondary Rd S SR-137
NCIC State Hwy 9481 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 20 F H HNBD RGT TURN S A 0100
TOYT 2012 - 3 N - M G
2 DRVR 27 M H HNBD PROC ST S A 0700 KIA 2007 - 3 N - M G City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 021 Type CalTrans Dist 2 Badge 020917Crash Date 20240627 Time 2313 Day THU
Primary Crash Factor IMPROP TURN Violation 22107 Crash Type HIT OBJECT Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20240705
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With FIXED OBJ, ADD

OBJ STRUCK
Lighting Ped Action Cntrl Dev DARK - NO ST LTS NT PRS/FCTR Loc Type Ramp/Int Latitude 36.13920 Longitude 119.05766 Local Rpt # 9481-2024-00372 Case ID 92431703 ORANGE BELT 300
N
AVENUE 192 9481
N
DRIVE
Primary Rd
Distance(ft)
Direction Secondary Rd
NCIC State Hwy? Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 27 M H HNBD FATG RAN OFF RD N A 0100
NISS 2015 - 3 N - L H DRVR MINOR 27 M 1 L H 0

1521
Case Listing

Report run on: 9/9/2025 252900 Av. Jul 1, 2024 - Av. Dec 31, 2024 Crashes in Tulare Co.Total Count: 3,087 City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 093 Type CalTrans Dist 1 Badge 018521Crash Date 20240707 Time 2145 Day SUN
Primary Crash Factor IMPROP TURN Violation 22107 Crash Type HIT OBJECT Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20240711
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 CONS ZONE Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER OBJ Lighting
DARK - ST LTS Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.17297 Longitude 119.32994 Local Rpt # 9480-2024-01413 Case ID 92436556 Primary Rd SR-99 N/B
Distance(ft)3168
Direction Secondary Rd S PAIGE AVE
NCIC State Hwy 9480 ? Y Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 28 M A HNBD OTHER N A 0100
NISS 2024 - 3 N - M G
City VISALIA County TULARE Population 5 Rpt Dist 480 Q34 Beat Type CalTrans Dist Badge 12540 Crash Date 20240707 Time 2251 Day SUN Primary Crash Factor IMPROP TURN Violation 22100A Crash Type HEAD-ON Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20240821
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With FIXED OBJ Lighting
DARK - ST LTS Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude Longitude Local Rpt # 24055023 Case ID 9725040 Primary Rd K ST
Distance(ft)27
Direction Secondary Rd E PINKHAM
NCIC State Hwy 5407 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 83 F W HNBD LFT TURN S A 0100 FORD 2018 - 3 F - M C City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 050 Type CalTrans Dist 3 Badge 021183Crash Date 20240707 Time 2330 Day SUN Primary Crash Factor IMPROP TURN Violation 22107 Crash Type HIT OBJECT Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20240718
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With FIXED OBJ Lighting
DARK - NO ST LTS Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 35.91431 Longitude 118.67339 Local Rpt # 9481-2024-00395 Case ID 92442743 1848
0 MOUNTAIN ROAD 56 9481
N
(HOT SPRINGS ROA

MOUNTAIN ROAD
N
50 (PARKER PASS D
Primary Rd
Distance(ft)
Direction Secondary Rd
NCIC State Hwy? Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 26 F H IMP UNK IMP UNK UNS TURN S A 0100 KIA 2017 - 4 N - M B City DINUBA County TULARE Population 3 Rpt Dist 5401 Beat Type CalTrans Dist Badge 2134 Crash Date 20240708 Time 0044 Day MON Primary Crash Factor IMPROP TURN Violation 22107 Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20240820
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With PKD MV Lighting
DARK - ST LTS Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt #
DA2402408 Case ID 9717189
Primary Rd SAN ANTONIO AV
Distance(ft)762
Direction Secondary Rd E CRAWFORD AV
NCIC State Hwy 5401 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 45 M H HNBD U-TURN E D 2200 - 2020 - 3 F - L
A
2 PRKD 998 - PARKED E A 0100 - 2017 - - N - - -

( '( '( '( '( '( '( '( '( '( '( '( '( '( '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '( '( '( '( '( '( '( '\' '( '( '( '( '( '( '( '( '{ '{ '{ '{ '{ '{ '{ --< > --<
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>- )
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_A_ A _A_.A.._A_A_A_A A A A A A A --- - -- - - - - - - - A A _.A._.A._A_A ,A. .J. .,__.,_ .J. J.. J.. J.. l.. - l.. l.. l.. l.. l,. J... J... J... .>.. .>.. 1522
Case Listing

Report run on: 9/9/2025 252900 Av. Jul 1, 2024 - Av. Dec 31, 2024 Crashes in Tulare Co.Total Count: 3,087 City VISALIA County TULARE Population 5 Rpt Dist 480 034 Beat Type CalTrans Dist Badge A268 Crash Date 20240725 Time 0156 Day THU
Primary Crash Factor STOP SGN|SIG Violation 21453A Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20241014
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run MISDEMEANOR Motor Veh Involved With OTHER MV Lighting DARK - ST LTS Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude Longitude Local Rpt # 24-059939 Case ID 9730754 Primary Rd LOVERS LN
Distance(ft)I Direction Secondary Rd CALDWELL AV
NCIC State Hwy 5407 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 70 M W HNBD PROC ST N A 0100 - 2022 - 2 F - - -
2 OTHR 998 - PROC ST E - 0000 - 2017 - - O - - -
City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 005 Type CalTrans Dist 3 Badge 021044Crash Date 20240725 Time 0425 Day THU
Primary Crash Factor
UNSAFE SPEED Violation 22350 Crash Type
REAR END Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20240801
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting
DARK - NO ST LTS Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 35.96435 Longitude 119.26116 Local Rpt # 9480-2024-01532 Case ID 93097553 Primary Rd AVENUE 96
Distance(ft)300
Direction Secondary Rd W
ROAD 140
NCIC State Hwy 9480 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 61 M H HNBD PROC ST E D 2200 FORD 2004 - 3 N - L G 2 DRVR 30 M H HNBD PROC ST E M 4646 KUBOT 2012 - 3 N - P P DRVR MINOR 30 M 1 P P 0 3 DRVR 57 F H HNBD PROC ST W A 0100
NISS 2018 - 3 N - M G
City TULARE County TULARE Population 4 Rpt Dist
DIST2 0AO Beat Type CalTrans Dist Badge JAFLQCrash Date 20240725 Time 1036 Day THU Primary Crash Factor
NOT DRIVER Violation Crash Type HIT OBJECT Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20240820
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run MISDEMEANOR Motor Veh Involved With OTHER OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt # 24-38767 Case ID 9717631 Primary Rd TULARE
Distance(ft)3 Direction Secondary Rd E
B
NCIC State Hwy 5406 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1 DRVR 998 - HNBD PROC ST - F 2500 - - 3 - - - -
2 PRKD 998 - E D 2200 FORD 2015 - - - - - -

_'{_'{_'{_'{ - - - - - - - _'{_'{_'{_'{_'{_'{_'{_'{_'{_'{_'{_'{_'{_'{_'{_'{_'{_'{_'{ - -,-) '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ '{ >->- I
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>- ) >- < >-
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1523
Case Listing

Report run on: 9/9/2025 252900 Av. Jul 1, 2024 - Av. Dec 31, 2024 Crashes in Tulare Co.Total Count: 3,087 City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 045 Type CalTrans Dist 1 Badge 019543Crash Date 20240824 Time 1025 Day SAT
Primary Crash Factor IMPROP TURN Violation 22107 Crash Type OVERTURNED Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20240829
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With
NON-CLSN Lighting Ped Action Cntrl Dev DAYLIGHT NT PRS/FCTR Loc Type Ramp/Int Latitude 36.56615 Longitude 119.13351 Local Rpt # 9480-2024-01736 Case ID 94375989 SR-245 (MILLWOOD 100
S BOYD DR 9480
Y
DR)
Primary Rd
Distance(ft)
Direction Secondary Rd
NCIC State Hwy? Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 23 M H HNBD RAN OFF RD N C 0200 SUZI 2022 - 3 A 22350 - P W City VISALIA County TULARE Population 5 Rpt Dist 480 026 Beat Type CalTrans Dist Badge 12536 Crash Date 20240824 Time 1033 Day SAT Primary Crash Factor HAZ PARKING Violation 22500E Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20241226
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With PKD MV Lighting Ped Action Cntrl Dev DAYLIGHT NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt # 24-069016 Case ID 9757742 Primary Rd DINUBA BL
Distance(ft)85
Direction Secondary Rd E PROSPECT AV
NCIC State Hwy 5407 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 51 F HNBD STOPPED N A 0100 - 2014 - - - - - -
2 DRVR 33 M HNBD STOPPED N J 4300 - 2012 - - - - - -
City VISALIA County TULARE Population 5 Rpt Dist 480 034 Beat Type CalTrans Dist BadgeC56 Crash Date 20240824 Time 1116 Day SAT Primary Crash Factor IMPROP TURN Violation 22107 Crash Type HIT OBJECT Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20240927
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With FIXED OBJ Lighting Ped Action Cntrl Dev DAYLIGHT FNCTNG Loc Type Ramp/Int Latitude 36.31269 Longitude 119.26056 Local Rpt # 24-069031 Case ID 9738571 Primary Rd S LOVERS LN
Distance(ft)15
Direction Secondary Rd N

E WALNUT AV
NCIC State Hwy 5407 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 81 M HNBD LFT TURN E A 0100 - 2018 - - N - M G

1524
Case Listing

Report run on: 9/9/2025 252900 Av. Jul 1, 2024 - Av. Dec 31, 2024 Crashes in Tulare Co.Total Count: 3,087 City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 006 Type CalTrans Dist 3 Badge 022293Crash Date 20240825 Time 2305 Day SUN Primary Crash Factor
UNSAFE SPEED Violation 22350 Crash Type
REAR END Severity PDO # Killed 0 # Injured 0 Tow Away?
N Process Date 20240827
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting Ped Action Cntrl Dev DARK - ST LTS FNCTNG Loc Type Ramp/Int Latitude 36.29803 Longitude 119.26084 Local Rpt # 9480-2024-01750 Case ID 94371901 Primary Rd ROAD 140
Distance(ft)10
Direction Secondary Rd S
AVENUE 280
NCIC State Hwy 9480 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 27 M H HNBD CHANG LN N A 0100 HOND 2019 - 3 N - M G 2 DRVR 22 F H HNBD STOPPED N A 0100
TOYT 2024 - 3 N - M G
City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 010 Type CalTrans Dist 3 Badge 020784Crash Date 20240826 Time 0107 Day MON Primary Crash Factor IMPROP TURN Violation 22107 Crash Type HIT OBJECT Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20240910
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run MISDEMEANOR Motor Veh Involved With OTHER OBJ Lighting Ped Action Cntrl Dev DARK - NO ST LTS NT PRS/FCTR Loc Type Ramp/Int Latitude 36.11775 Longitude 119.07164 Local Rpt # 9481-2024-00498 Case ID 94389083 Primary Rd ROAD 224
Distance(ft)785
Direction Secondary Rd S
AVENUE 182
NCIC State Hwy 9481 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 57 M W IMP UNK IMP UNK UNS TURN N A 0100
NISS 2021 - 4 N - L
A
City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 091 Type CalTrans Dist 1 Badge 018521Crash Date 20240826 Time 0126 Day MON
Primary Crash Factor IMPROP TURN Violation 22107 Crash Type HIT OBJECT Severity INJURY # Killed 0 # Injured 2 Tow Away? Y Process Date 20240903
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With FIXED OBJ, ADD

OBJ STRUCK
Lighting Ped Action Cntrl Dev DARK - ST LTS NT PRS/FCTR Loc Type Ramp/Int Latitude 36.44452 Longitude 119.48290 Local Rpt # 9480-2024-01749 Case ID 94380083 Primary Rd SR-99 N/B
Distance(ft)3168
Direction Secondary Rd S MERRITT DR
NCIC State Hwy 9480 ? Y Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 19 M H HNBD FATG OTHER N A 0700 MAZD 2014 - 3 N - L G DRVR MINOR 19 M 1 L G 0 PASS MINOR 18 F 3 L G 0

1525
Case Listing

Report run on: 9/9/2025 252900 Av. Jul 1, 2024 - Av. Dec 31, 2024 Crashes in Tulare Co.Total Count: 3,087 City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 053 Type CalTrans Dist 1 Badge 021234Crash Date 20241104 Time 2035 Day MON
Primary Crash Factor
UNSAFE SPEED Violation 22350 Crash Type
REAR END Severity PDO # Killed 0 # Injured 0 Tow Away?
Y Process Date 20241107
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV, ADD

OBJ STRUCK
Lighting
DARK - ST LTS Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.13237 Longitude 118.81578 Local Rpt # 9481-2024-00676 Case ID 94461389 Primary Rd STATE ROUTE 190
Distance(ft)560
Direction Secondary Rd E BRIDGE DRIVE
NCIC State Hwy 9481 ? Y Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 34 M H HNBD PROC ST W D 2200 FORD 2003 - 3 N - M G 2 DRVR 34 F H HNBD PROC ST W A 0100 CHEV 2016 - 1 N - L G City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 095 Type CalTrans Dist 1 Badge 021547Crash Date 20241105 Time 0510 Day
TUE
Primary Crash Factor IMPROP TURN Violation 22107 Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20241112
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting
DARK - NO ST LTS Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 35.79188 Longitude 119.25210 Local Rpt # 9480-2024-02362 Case ID 94466493 Primary Rd SR-99 S/B
Distance(ft)300
Direction Secondary Rd N COUNTY LINE ROAD
NCIC State Hwy 9480 ? Y Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 38 M H HNBD OTHER S B 0735 CADI 2019 - 3 N - M G
2 DRVR 38 M H HNBD PROC ST S G 2731 VOLV 2013 - 3 N - P G City VISALIA County TULARE Population 5 Rpt Dist 480 Q34 Beat Type CalTrans Dist Badge M372 Crash Date 20241105 Time 0736 Day TUE Primary Crash Factor
R-O-W AUTO Violation 21802A Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 2 Tow Away? Y Process Date 20250113
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting
DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
Latitude 36.29829 Longitude 119.26090 Local Rpt # 24-089924 Case ID 9770693 Primary Rd S LOVERS LN
Distance(ft)I Direction Secondary Rd

E CALDWELL AV
NCIC State Hwy 5407 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 83 M HNBD RGT TURN W A 0100 - 2016 - 3 N - L G DRVR MINOR 83 M 1 L G 0 PASS MINOR 72 F 2 L G 0
2 DRVR 59 M HNBD PROC ST N G 2531 - 2018 - 3 N - - -

I
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Case Listing

Report run on: 9/9/2025 252900 Av. Jul 1, 2024 - Av. Dec 31, 2024 Crashes in Tulare Co.Total Count: 3,087 City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 005 Type CalTrans Dist 3 Badge 019048Crash Date 20241118 Time 1613 Day MON Primary Crash Factor IMPROP TURN Violation 22107 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away?
N Process Date 20241127
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run MISDEMEANOR Motor Veh Involved With PKD MV Lighting Ped Action Cntrl Dev DUSK/DAWN NT PRS/FCTR Loc Type Ramp/Int Latitude 35.89505 Longitude 119.26910 Local Rpt # 9480-2024-02449 Case ID 94485679 Primary Rd E. BOBBI AVENUE
Distance(ft)150
Direction Secondary Rd W CHURCH ROAD
NCIC State Hwy 9480 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 998 M H IMP UNK IMP UNK UNS TURN E A 0700
LINC 2008 - 4 N - B B
2 PRKD 998 - PARKED E A 0100 FORD 2006 - 3 N - - -
City TULARE County TULARE Population 4 Rpt Dist
DIST2 0AO Beat Type CalTrans Dist BadgeOZHLGCrash Date 20241118 Time 1626 Day MON Primary Crash Factor
R-O-W AUTO Violation 21453B Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20241213
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting Ped Action Cntrl Dev DAYLIGHT FNCTNG Loc Type Ramp/Int Latitude 36.21301 Longitude 119.34888 Local Rpt # 2460407 Case ID 9760545 Primary Rd CROSS
Distance(ft)I Direction Secondary Rd J NCIC State Hwy 5406 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 46 F H HNBD RGT TURN W A 0700 - 2011 - 3 N - M G
2 DRVR 55 M HNBD PROC ST N A 0100 - 1998 - 3 N - M G
City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 006 Type CalTrans Dist 3 Badge 017108Crash Date 20241118 Time 1710 Day MON Primary Crash Factor
UNSAFE SPEED Violation 22350 Crash Type
REAR END Severity PDO # Killed 0 # Injured 0 Tow Away?
Y Process Date 20241119
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting Ped Action Cntrl Dev DARK - NO ST LTS NT PRS/FCTR Loc Type Ramp/Int Latitude 36.29780 Longitude 119.26085 Local Rpt # 9480-2024-02454 Case ID 94476128 Primary Rd ROAD 140
Distance(ft)125
Direction Secondary Rd S CALDWELL AVENUE
NCIC State Hwy 9480 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 42 M H HNBD PROC ST N A 0100
NISS 2000 - 4 N - M G
2 DRVR 40 F O HNBD STOPPED N A 0100
TOYT 2023 - 4 N - M G

1527
Case Listing

Report run on: 9/9/2025 252900 Av. Jul 1, 2024 - Av. Dec 31, 2024 Crashes in Tulare Co.Total Count: 3,087 City VISALIA County TULARE Population 5 Rpt Dist 480 034 Beat Type CalTrans Dist BadgeC60 Crash Date 20241209 Time 1051 Day MON Primary Crash Factor STOP SGN|SIG Violation 21453A Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20250129
Weather1 CLOUDY Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and RunFELONY Motor Veh Involved With OTHER MV Lighting Ped Action Cntrl Dev DAYLIGHT FNCTNG Loc Type Ramp/Int Latitude 36.29728 Longitude 119.26089 Local Rpt # 24-099669 Case ID 9774960 Primary Rd S LOVERS LN
Distance(ft)I Direction Secondary Rd

E CALDWELL AV
NCIC State Hwy 5407 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 998 - IMP UNK IMP UNK PROC ST S A 0100 - 2021 - - N - M - DRVR SERIOUS 61 F 1 M G 0 2 DRVR 61 F H HNBD PROC ST E A 0100 - 2000 - - N - M G
City TULARE County TULARE Population 4 Rpt Dist
DIST3 EAST Beat Type CalTrans Dist BadgeFNVWJCrash Date 20241209 Time 1104 Day MON Primary Crash Factor IMPROP TURN Violation 22107 Crash Type REAR END Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20250328
Weather1 CLOUDY Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting Ped Action Cntrl Dev DAYLIGHT NT PRS/FCTR Loc Type Ramp/Int Latitude 36.19659 Longitude 119.33979 Local Rpt # 24-63875 Case ID 9781889 Primary Rd BARDSLEY
Distance(ft)419
Direction Secondary Rd W O ST
NCIC State Hwy 5406 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 22 M H HNBD PROC ST E A 0100 - 2021 - 3 N - M G
2 DRVR 19 M H HNBD PROC ST E A 0100 FORD 2006 - 3 N - L G DRVR MINOR 19 M 1 L G 0 PASS 18 F 3 L G 0
3 DRVR 34 M H PROC ST W D 2200 - 2010 - 3 N - L G
4 DRVR 24 F H PROC ST W A 0100 - 2020 - 3 N - M G PASS 0 F 6 M Q 05 DRVR 47 F H HNBD PROC ST W A 0100 - 2018 - 3 N - L G City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 030 Type CalTrans Dist 3 Badge 018029Crash Date 20241209 Time 1134 Day MON Primary Crash Factor IMPROP TURN Violation 22107 Crash Type HIT OBJECT Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20250123
Weather1 FOG Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With FIXED OBJ Lighting Ped Action Cntrl Dev DAYLIGHT NT PRS/FCTR Loc Type Ramp/Int Latitude 36.02246 Longitude 119.19729 Local Rpt # 9481-2024-00754 Case ID 94499878 Primary Rd AVENUE 128
Distance(ft)15
Direction Secondary Rd E
ROAD 168
NCIC State Hwy 9481 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 57 M W HNBD RAN OFF RD E D 2200 CHEV 2021 - 3 L - L G

1528
Case Listing

Report run on: 9/9/2025 252900 Av. Jul 1, 2024 - Av. Dec 31, 2024 Crashes in Tulare Co.Total Count: 3,087 City UNINCORPORATED County TULARE Population 9 Rpt Dist Beat 050 Type CalTrans Dist 3 Badge 020917Crash Date 20241216 Time 1605 Day MON Primary Crash Factor
R-O-W AUTO Violation 21801A Crash Type HEAD-ON Severity INJURY # Killed 0 # Injured 2 Tow Away? Y Process Date 20241223
Weather1 CLOUDY Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting
DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 35.96241 Longitude 119.01813 Local Rpt # 9481-2024-00773 Case ID 94514163 Primary Rd AVENUE 95
Distance(ft)I Direction Secondary Rd
ROAD 248
NCIC State Hwy 9481 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 50 M H HNBD LFT TURN E A 0700
NISS 2008 - 3 N - L G DRVR POSSIBLE 50 M 1 L G 0
PASS SERIOUS 46 F 3 L G 0
2 DRVR 36 M H HNBD PROC ST W D 2200 FORD 2019 - 3 N - L G City VISALIA County TULARE Population 5 Rpt Dist 480 Q34 Beat Type CalTrans Dist Badge 12060 Crash Date 20241216 Time 1605 Day MON Primary Crash Factor IMPROP TURN Violation 22107 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away?
N Process Date 20250213
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run MISDEMEANOR Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
Latitude Longitude Local Rpt # 24-101830 Case ID 9776993 Primary Rd CALDWELL
Distance(ft)I Direction Secondary Rd

LOVERS LN
NCIC State Hwy 5407 ? N Route Postmile Side of Hwy Postmile Prefix

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 998 - IMP UNK IMP UNK MERGING - - 0000 - 2003 - 3 N - - - 2 DRVR 26 F H HNBD PROC ST E A 0100 - 2021 - 3 N - M G
City LINDSAY County TULARE Population 2 Rpt Dist SCJC 22L Beat Type CalTrans Dist 6 Badge 688 Crash Date 20241216 Time 1616 Day MON Primary Crash Factor
UNSAFE SPEED Violation 22350 Crash Type
REAR END Severity INJURY # Killed 0 # Injured 3 Tow Away? Y Process Date 20250214
Weather1 CLEAR Weather2 Rdwy Surface
DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Veh Involved With OTHER MV Lighting
DUSK/DAWN Ped Action Cntrl Dev NT PRS/FCTR Loc Type I Ramp/Int 5 Latitude Longitude Local Rpt # 24L-08760 Case ID 9763541 Primary Rd RT 65
Distance(ft)I Direction Secondary Rd FRESNO ST
NCIC State Hwy 5404 ? Y 65 Route Postmile Postmile Prefix - 29.920 S Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role
Ext Of Inj Age Sex Seat Pos Safety Equip
Ejected
1F
DRVR 23 M H HNBD PROC ST S A 0100 - 2010 - 3 N - M G PASS COMP PN 21 M 2 M G - 2 DRVR 38 M H HNBD STOPPED S D 2200 - 2017 - 3 N - - G PASS 24 F - - G - PASS COMP PN 8 F - - G -PASS 998 M - Q - -
3 DRVR 52 M W HNBD STOPPED S D 2200 - 2005 - 3 I - - G DRVR COMP PN 25 M 1 M G -

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www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 App | F
(559) 570-8991
Appendix F: Existing Traffic Conditions
JlB!RAf.f.!f
-=-=-=-=-==-
1530
HCM Signalized Intersection Capacity Analysis Existing AM Peak 1: Lovers Lane & Walnut Avenue 12/03/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 87 224 97 80 297 46 11 157 290 49 2 63 Future Volume (vph) 87 224 97 80 297 46 11 157 290 49 2 63 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.3 5.3 6.0 4.2 5.7 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00
Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 0.99 1.00 0.98 1.00
Flt Protected 0.99 1.00 0.99 0.95 1.00 0.95
Satd. Flow (prot) 1819 1547 1798 1752 3429 1752
Flt Permitted 0.99 1.00 0.99 0.95 1.00 0.95
Satd. Flow (perm) 1819 1547 1798 1752 3429 1752
Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 99 255 110 91 338 52 13 178 330 56 2 72 RTOR Reduction (vph) 0 0 85 0 4 0 0 0 11 0 0 0
Lane Group Flow (vph) 0 354 25 0 477 0 0 191 375 0 0 74 Confl. Peds. (#/hr) 1 1
Turn Type Split NA Perm Split NA Prot Prot NA Prot Prot Protected Phases 4 4 8 8 5 5 2 1 1
Permitted Phases 4
Actuated Green, G (s) 25.6 25.6 32.3 10.9 25.7 8.1
Effective Green, g (s) 25.6 25.6 32.3 10.9 25.7 8.1
Actuated g/C Ratio 0.23 0.23 0.29 0.10 0.23 0.07
Clearance Time (s) 5.3 5.3 6.0 4.2 5.7 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 412 350 514 169 780 125
v/s Ratio Prot c0.19 c0.27 c0.11 c0.11 0.04
v/s Ratio Perm 0.02
v/c Ratio 0.86 0.07 0.93 1.13 0.48 0.59
Uniform Delay, d1 41.9 34.3 39.2 51.0 37.8 50.8
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 16.1 0.1 23.1 108.5 0.5 7.3
Delay (s) 58.1 34.4 62.3 159.5 38.3 58.1
Level of Service E C E F D E
Approach Delay (s/veh) 52.5 62.3 78.4
Approach LOS D E E
Intersection Summary
HCM 2000 Control Delay (s/veh) 60.3 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.87
Actuated Cycle Length (s) 112.9 Sum of lost time (s) 21.2 Intersection Capacity Utilization 80.0% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
1531
HCM Signalized Intersection Capacity Analysis Existing AM Peak 1: Lovers Lane & Walnut Avenue 12/03/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement SBT SBR
Lane Configurations
Traffic Volume (vph) 334 122
Future Volume (vph) 334 122
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 5.7
Lane Util. Factor 0.95
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.96
Flt Protected 1.00
Satd. Flow (prot) 3364
Flt Permitted 1.00
Satd. Flow (perm) 3364
Peak-hour factor, PHF 0.88 0.88
Adj. Flow (vph) 380 139
RTOR Reduction (vph) 32 0
Lane Group Flow (vph) 487 0
Confl. Peds. (#/hr)
Turn Type NA
Protected Phases 6
Permitted Phases
Actuated Green, G (s) 22.9
Effective Green, g (s) 22.9
Actuated g/C Ratio 0.20
Clearance Time (s) 5.7
Vehicle Extension (s) 3.0
Lane Grp Cap (vph) 682
v/s Ratio Prot c0.14
v/s Ratio Perm
v/c Ratio 0.71
Uniform Delay, d1 41.9
Progression Factor 1.00
Incremental Delay, d2 3.6
Delay (s) 45.5
Level of Service D
Approach Delay (s/veh) 47.1
Approach LOS D
Intersection Summary
1532
HCM 7th AWSC Existing AM Peak
2: Pinkham Street & K Avenue 12/03/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Intersection Delay, s/veh12.5
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 70 67 40 5 110 26 92 145 6 25 59 51
Future Vol, veh/h 70 67 40 5 110 26 92 145 6 25 59 51
Peak Hour Factor 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 96 92 55 7 151 36 126 199 8 34 81 70
Number of Lanes 1 1 0 1 10010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay, s/veh 11 12.1 14.7 11.1

HCM LOSB B B B
Lane NBLn1 EBLn1 EBLn2WBLn1WBLn2 SBLn1
Vol Left, % 38% 100% 0% 100% 0% 19%
Vol Thru, % 60% 0% 63% 0% 81% 44%
Vol Right, % 2% 0% 37% 0% 19% 38%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 243 70 107 5 136 135
LT Vol 92 70 0 5 0 25
Through Vol 145 0 67 0 110 59
RT Vol 6 0 40 0 26 51
Lane Flow Rate 333 96 147 7 186 185
Geometry Grp 2 5 5 5 5 2
Degree of Util (X) 0.521 0.184 0.249 0.013 0.327 0.291
Departure Headway (Hd) 5.635 6.896 6.119 6.974 6.327 5.666 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 639 519 585 511 566 631
Service Time 3.691 4.661 3.883 4.742 4.095 3.734
HCM Lane V/C Ratio 0.521 0.185 0.251 0.014 0.329 0.293
HCM Control Delay, s/veh 14.7 11.2 10.9 9.8 12.2 11.1
HCM Lane LOS BBBABB
HCM 95th-tile Q 3 0.7 1 0 1.4 1.2
"i ~
1533
HCM 7th TWSC Existing AM Peak
3: Lovers Lane & K Avenue 12/03/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 1.9
Movement EBL EBR NBU NBL NBT SBU SBT SBR
Lane Configurations
Traffic Vol, veh/h 28 76 1 57 377 4 518 26
Future Vol, veh/h 28 76 1 57 377 4 518 26
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free Free Free
RT Channelized - None - - None - - None
Storage Length 0 115 - 290 - 100 - -
Veh in Median Storage, # 0 - - - 0 - 0 -
Grade, % 0 - - - 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88
Heavy Vehicles, % 3 3 3 3 3 3 3 3
Mvmt Flow 32 86 1 65 428 5 589 30
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 959 309 618 618 0 428 - 0
Stage 1 613 -------
Stage 2 346 -------
Critical Hdwy 6.86 6.96 6.46 4.16 - 6.46 - -
Critical Hdwy Stg 1 5.86 - - - - - - -
Critical Hdwy Stg 2 5.86 - - - - - - -
Follow-up Hdwy 3.53 3.33 2.53 2.23 - 2.53 - -
Pot Cap-1 Maneuver 253 684 579 951 - 764 - -
Stage 1 501 -------
Stage 2 685 -------
Platoon blocked, % - - -
Mov Cap-1 Maneuver 234 684 937 937 - 764 - -
Mov Cap-2 Maneuver 234 -------
Stage 1 465 -------
Stage 2 681 -------
Approach EB NB SB
HCM Ctrl Dly, s/v 14.19 1.22 0.07

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBU SBT SBR
Capacity (veh/h) 937 - 234 684 764 - -
HCM Lane V/C Ratio 0.07 - 0.136 0.126 0.006 - -
HCM Ctrl Dly (s/v) 9.1 - 22.8 11 9.7 - -
HCM Lane LOS A - C B A - -
HCM 95th %tile Q(veh) 0.2 - 0.5 0.4 0 - -
1534
HCM 7th TWSC Existing AM Peak
5: Lovers Lane & Sunnyside Avenue 12/03/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 1.4
Movement EBL EBR NBU NBL NBT SBU SBT SBR
Lane Configurations
Traffic Vol, veh/h 49 23 1 6 382 3 571 22
Future Vol, veh/h 49 23 1 6 382 3 571 22
Conflicting Peds, #/hr 0 0 0 1 0 0 0 1
Sign Control Stop Stop Free Free Free Free Free Free
RT Channelized - None - - None - - None
Storage Length 0 - - 80 - 300 - -
Veh in Median Storage, # 0 - - - 0 - 0 -
Grade, % 0 - - - 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88
Heavy Vehicles, % 4 4 4 4 4 4 4 4
Mvmt Flow 56 26 1 7 434 3 649 25
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 902 338 674 675 0 434 - 0
Stage 1 669 -------
Stage 2 233 -------
Critical Hdwy 6.88 6.98 6.48 4.18 - 6.48 - -
Critical Hdwy Stg 1 5.88 - - - - - - -
Critical Hdwy Stg 2 5.88 - - - - - - -
Follow-up Hdwy 3.54 3.34 2.54 2.24 - 2.54 - -
Pot Cap-1 Maneuver 274 652 529 899 - 753 - -
Stage 1 465 -------
Stage 2 778 -------
Platoon blocked, % - - -
Mov Cap-1 Maneuver 269 651 809 809 - 753 - -
Mov Cap-2 Maneuver 269 -------
Stage 1 460 -------
Stage 2 774 -------
Approach EB NB SB
HCM Ctrl Dly, s/v 19.38 0.17 0.05

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBU SBT SBR
Capacity (veh/h) 809 - 331 753 - -
HCM Lane V/C Ratio 0.01 - 0.247 0.005 - -
HCM Ctrl Dly (s/v) 9.5 - 19.4 9.8 - -
HCM Lane LOS A - C A - -
HCM 95th %tile Q(veh) 0 - 1 0 - -
1535
HCM 7th TWSC Existing AM Peak
10: Caldwell Avenue & Pinkham Street 12/03/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 1.6
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 35 206 352 36 29 35
Future Vol, veh/h 35 206 352 36 29 35
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 165 - - 0 200 0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 38 224 383 39 32 38
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 422 0 - 0 683 383
Stage 1 - - - - 383 -
Stage 2 - - - - 300 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1132 - - - 414 663
Stage 1 - - - - 687 -
Stage 2 - - - - 749 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1132 - - - 400 663
Mov Cap-2 Maneuver - - - - 400 -
Stage 1 - - - - 664 -
Stage 2 - - - - 749 -
Approach EB WB SB
HCM Ctrl Dly, s/v 1.2 0 12.58

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 1132 - - - 400 663
HCM Lane V/C Ratio 0.034 - - - 0.079 0.057
HCM Ctrl Dly (s/v) 8.3 - - - 14.8 10.8
HCM Lane LOS A - - - B B
HCM 95th %tile Q(veh) 0.1 - - - 0.3 0.2
lt t t 7' lt 7'
1536
HCM 7th Signalized Intersection Summary Existing AM Peak 11: Lovers Lane & Caldwell Avenue 12/03/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations
Traffic Volume (veh/h) 34 160 59 52 278 84 51 286 37 1 85 424 Future Volume (veh/h) 34 160 59 52 278 84 51 286 37 1 85 424 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 38 178 66 58 309 93 57 318 41 94 471 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 99 315 113 151 461 136 126 1334 171 154 1290 Arrive On Green 0.06 0.12 0.12 0.09 0.17 0.17 0.07 0.42 0.42 0.09 0.42 Sat Flow, veh/h 1767 2544 911 1767 2677 791 1767 3144 402 1767 3092 Grp Volume(v), veh/h 38 121 123 58 202 200 57 177 182 94 267 Grp Sat Flow(s),veh/h/ln 1767 1763 1692 1767 1763 1705 1767 1763 1783 1767 1763 Q Serve(g_s), s 1.6 5.0 5.3 2.4 8.3 8.5 2.4 5.0 5.1 4.0 8.1 Cycle Q Clear(g_c), s 1.6 5.0 5.3 2.4 8.3 8.5 2.4 5.0 5.1 4.0 8.1 Prop In Lane 1.00 0.54 1.00 0.46 1.00 0.23 1.00
Lane Grp Cap(c), veh/h 99 219 210 151 304 294 126 748 757 154 736 V/C Ratio(X) 0.38 0.56 0.58 0.39 0.66 0.68 0.45 0.24 0.24 0.61 0.36 Avail Cap(c_a), veh/h 178 683 656 201 706 683 201 748 757 269 736 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.2 31.9 32.0 33.5 29.9 30.0 34.5 14.3 14.3 34.0 15.5 Incr Delay (d2), s/veh 2.4 2.2 2.6 1.6 2.5 2.8 2.5 0.7 0.8 3.8 1.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 2.1 2.1 1.0 3.4 3.4 1.0 1.8 1.9 1.7 3.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 37.6 34.1 34.6 35.1 32.4 32.8 37.0 15.0 15.0 37.9 16.9 LnGrp LOS DCCDCCDBB DB
Approach Vol, veh/h 282 460 416 633
Approach Delay, s/veh 34.8 32.9 18.0 20.0
Approach LOS C C B C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 11.0 38.8 12.3 15.3 11.5 38.3 8.6 19.0 Change Period (Y+Rc), s 4.2 6.0 5.7 * 5.7 6.0 * 6 4.2 5.7 Max Green Setting (Gmax), s 11.8 29.3 8.8 * 30 8.8 * 32 7.8 31.0 Max Q Clear Time (g_c+I1), s 6.0 7.1 4.4 7.3 4.4 10.2 3.6 10.5 Green Ext Time (p_c), s 0.1 1.7 0.0 1.1 0.0 2.7 0.0 2.0 Intersection Summary
HCM 7th Control Delay, s/veh 25.2
HCM 7th LOS C
Notes
User approved ignoring U-Turning movement.
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

I"' lJ.
""i tf+
1537
HCM 7th Signalized Intersection Summary Existing AM Peak 11: Lovers Lane & Caldwell Avenue 12/03/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement SBR
Lane Configurations
Traffic Volume (veh/h) 61
Future Volume (veh/h) 61
Initial Q (Qb), veh 0
Lane Width Adj. 1.00
Ped-Bike Adj(A_pbT) 1.00
Parking Bus, Adj 1.00
Work Zone On Approach
Adj Sat Flow, veh/h/ln 1856
Adj Flow Rate, veh/h 68
Peak Hour Factor 0.90
Percent Heavy Veh, % 3
Cap, veh/h 185
Arrive On Green 0.42
Sat Flow, veh/h 444
Grp Volume(v), veh/h 272
Grp Sat Flow(s),veh/h/ln 1774
Q Serve(g_s), s 8.2
Cycle Q Clear(g_c), s 8.2
Prop In Lane 0.25
Lane Grp Cap(c), veh/h 740
V/C Ratio(X) 0.37
Avail Cap(c_a), veh/h 740
HCM Platoon Ratio 1.00
Upstream Filter(I) 1.00
Uniform Delay (d), s/veh 15.5
Incr Delay (d2), s/veh 1.4
Initial Q Delay(d3), s/veh 0.0
%ile BackOfQ(50%),veh/ln 3.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 16.9
LnGrp LOS B
Approach Vol, veh/h
Approach Delay, s/veh
Approach LOS
Timer - Assigned Phs
1538
HCM 7th TWSC Existing AM Peak
12: Road 148 & Caldwell Avenue 12/03/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 5.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 37 232 11 9 332 15 15 22 12 29 26 74 Future Vol, veh/h 37 232 11 9 332 15 15 22 12 29 26 74
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 3 3 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 49 309 15 12 443 20 20 29 16 39 35 99
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 463 0 0 324 0 0 899 902 320 902 899 453 Stage 1 - - - - - - 415 415 - 477 477 -
Stage 2 - - - - - - 484 487 - 426 423 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1093 - - 1230 - - 259 276 719 257 277 605 Stage 1 - - - - - - 613 591 - 567 555 -
Stage 2 - - - - - - 562 549 - 605 586 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1093 - - 1230 - - 176 258 717 209 259 605 Mov Cap-2 Maneuver - - - - - - 176 258 - 209 259 -
Stage 1 - - - - - - 579 558 - 560 547 -
Stage 2 - - - - - - 435 542 - 528 554 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.12 0.2 23.26 24.14

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 262 236 - - 45 - - 357
HCM Lane V/C Ratio 0.25 0.045 - - 0.01 - - 0.482
HCM Ctrl Dly (s/v) 23.3 8.4 0 - 8 0 - 24.1
HCM Lane LOS C A A - A A - C
HCM 95th %tile Q(veh) 1 0.1 - - 0 - - 2.5
1539
HCM Signalized Intersection Capacity Analysis Existing PM Peak 1: Lovers Lane & Walnut Avenue 12/03/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 76 254 62 63 230 59 12 78 322 83 3 128 Future Volume (vph) 76 254 62 63 230 59 12 78 322 83 3 128 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.3 5.3 6.0 4.2 5.7 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00
Frt 1.00 0.85 0.98 1.00 0.97 1.00
Flt Protected 0.99 1.00 0.99 0.95 1.00 0.95
Satd. Flow (prot) 1824 1568 1787 1752 3398 1752
Flt Permitted 0.99 1.00 0.99 0.95 1.00 0.95
Satd. Flow (perm) 1824 1568 1787 1752 3398 1752
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 81 270 66 67 245 63 13 83 343 88 3 136
RTOR Reduction (vph) 0 0 50 0 6 0 0 0 19 0 0 0
Lane Group Flow (vph) 0 351 16 0 369 0 0 96 412 0 0 139 Turn Type Split NA Perm Split NA Prot Prot NA Prot Prot Protected Phases 4 4 8 8 5 5 2 1 1
Permitted Phases 4
Actuated Green, G (s) 24.9 24.9 26.3 9.6 18.6 13.6
Effective Green, g (s) 24.9 24.9 26.3 9.6 18.6 13.6
Actuated g/C Ratio 0.24 0.24 0.25 0.09 0.18 0.13
Clearance Time (s) 5.3 5.3 6.0 4.2 5.7 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 434 373 449 160 604 227
v/s Ratio Prot c0.19 c0.21 0.05 0.12 c0.08
v/s Ratio Perm 0.01
v/c Ratio 0.81 0.04 0.82 0.60 0.68 0.61
Uniform Delay, d1 37.6 30.7 36.9 45.7 40.2 43.0
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 10.6 0.0 11.5 6.2 3.2 4.8
Delay (s) 48.2 30.7 48.5 51.9 43.4 47.8
Level of Service D C D D D D
Approach Delay (s/veh) 45.5 48.5 45.0
Approach LOS D D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 44.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.76
Actuated Cycle Length (s) 104.6 Sum of lost time (s) 21.2 Intersection Capacity Utilization 74.4% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
1540
HCM Signalized Intersection Capacity Analysis Existing PM Peak 1: Lovers Lane & Walnut Avenue 12/03/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement SBT SBR
Lane Configurations
Traffic Volume (vph) 367 106
Future Volume (vph) 367 106
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 5.7
Lane Util. Factor 0.95
Frt 0.97
Flt Protected 1.00
Satd. Flow (prot) 3387
Flt Permitted 1.00
Satd. Flow (perm) 3387
Peak-hour factor, PHF 0.94 0.94
Adj. Flow (vph) 390 113
RTOR Reduction (vph) 23 0
Lane Group Flow (vph) 480 0
Turn Type NA
Protected Phases 6
Permitted Phases
Actuated Green, G (s) 22.6
Effective Green, g (s) 22.6
Actuated g/C Ratio 0.22
Clearance Time (s) 5.7
Vehicle Extension (s) 3.0
Lane Grp Cap (vph) 731
v/s Ratio Prot c0.14
v/s Ratio Perm
v/c Ratio 0.66
Uniform Delay, d1 37.5
Progression Factor 1.00
Incremental Delay, d2 2.1
Delay (s) 39.6
Level of Service D
Approach Delay (s/veh) 41.4
Approach LOS D
Intersection Summary
1541
HCM 7th AWSC Existing PM Peak
2: Pinkham Street & K Avenue 12/03/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Intersection Delay, s/veh 9.4
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 35 74 52 14 77 16 54 73 7 23 93 27
Future Vol, veh/h 35 74 52 14 77 16 54 73 7 23 93 27
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 41 86 60 16 90 19 63 85 8 27 108 31
Number of Lanes 1 1 0 1 10010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay, s/veh9.4 9.3 9.5 9.4

HCM LOSA A A A
Lane NBLn1 EBLn1 EBLn2WBLn1WBLn2 SBLn1
Vol Left, % 40% 100% 0% 100% 0% 16%
Vol Thru, % 54% 0% 59% 0% 83% 65%
Vol Right, % 5% 0% 41% 0% 17% 19%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 134 35 126 14 93 143
LT Vol 54 35 0 14 0 23
Through Vol 73 0 74 0 77 93
RT Vol 7 0 52 0 16 27
Lane Flow Rate 156 41 147 16 108 166
Geometry Grp 2 5 5 5 5 2
Degree of Util (X) 0.217 0.068 0.211 0.027 0.163 0.225
Departure Headway (Hd) 5.01 5.989 5.193 6.06 5.433 4.871 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 712 594 686 587 654 732
Service Time 3.076 3.764 2.967 3.841 3.214 2.936
HCM Lane V/C Ratio 0.219 0.069 0.214 0.027 0.165 0.227
HCM Control Delay, s/veh 9.5 9.2 9.4 9 9.3 9.4
HCM Lane LOS AAAAAA
HCM 95th-tile Q 0.8 0.2 0.8 0.1 0.6 0.9
"i ~
1542
HCM 7th TWSC Existing PM Peak
3: Lovers Lane & K Avenue 12/03/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 1.4
Movement EBL EBR NBU NBL NBT SBU SBT SBR
Lane Configurations
Traffic Vol, veh/h 22 49 4 48 491 5 394 51
Future Vol, veh/h 22 49 4 48 491 5 394 51
Conflicting Peds, #/hr 1 0 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free Free Free
RT Channelized - None - - None - - None
Storage Length 0 115 - 290 - 100 - -
Veh in Median Storage, # 0 - - - 0 - 0 -
Grade, % 0 - - - 0 - 0 -
Peak Hour Factor 87 87 87 87 87 87 87 87
Heavy Vehicles, % 3 3 3 3 3 3 3 3
Mvmt Flow 25 56 5 55 564 6 453 59
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 896 256 511 511 0 564 - 0
Stage 1 494 -------
Stage 2 403 -------
Critical Hdwy 6.86 6.96 6.46 4.16 - 6.46 - -
Critical Hdwy Stg 1 5.86 - - - - - - -
Critical Hdwy Stg 2 5.86 - - - - - - -
Follow-up Hdwy 3.53 3.33 2.53 2.23 - 2.53 - -
Pot Cap-1 Maneuver 278 740 677 1043 - 626 - -
Stage 1 576 -------
Stage 2 641 -------
Platoon blocked, % - - -
Mov Cap-1 Maneuver 258 740 992 992 - 626 - -
Mov Cap-2 Maneuver 258 -------
Stage 1 541 -------
Stage 2 634 -------
Approach EB NB SB
HCM Ctrl Dly, s/v 13.42 0.85 0.12

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBU SBT SBR
Capacity (veh/h) 992 - 258 740 626 - -
HCM Lane V/C Ratio 0.06 - 0.098 0.076 0.009 - -
HCM Ctrl Dly (s/v) 8.9 - 20.4 10.3 10.8 - -
HCM Lane LOS A - C B B - -
HCM 95th %tile Q(veh) 0.2 - 0.3 0.2 0 - -
1543
HCM 7th TWSC Existing PM Peak
5: Lovers Lane & Sunnyside Avenue 12/03/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 0.8
Movement EBL EBR NBU NBL NBT SBU SBT SBR
Lane Configurations
Traffic Vol, veh/h 31 4 1 19 508 4 402 38
Future Vol, veh/h 31 4 1 19 508 4 402 38
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free Free Free
RT Channelized - None - - None - - None
Storage Length 0 - - 80 - 300 - -
Veh in Median Storage, # 0 - - - 0 - 0 -
Grade, % 0 - - - 0 - 0 -
Peak Hour Factor 87 87 87 87 87 87 87 87
Heavy Vehicles, % 3 3 3 3 3 3 3 3
Mvmt Flow 36 5 1 22 584 5 462 44
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 831 253 506 506 0 584 - 0
Stage 1 493 -------
Stage 2 338 -------
Critical Hdwy 6.86 6.96 6.46 4.16 - 6.46 - -
Critical Hdwy Stg 1 5.86 - - - - - - -
Critical Hdwy Stg 2 5.86 - - - - - - -
Follow-up Hdwy 3.53 3.33 2.53 2.23 - 2.53 - -
Pot Cap-1 Maneuver 306 744 682 1048 - 608 - -
Stage 1 576 -------
Stage 2 691 -------
Platoon blocked, % - - -
Mov Cap-1 Maneuver 297 744 1020 1020 - 608 - -
Mov Cap-2 Maneuver 297 -------
Stage 1 563 -------
Stage 2 686 -------
Approach EB NB SB
HCM Ctrl Dly, s/v 17.92 0.33 0.1

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBU SBT SBR
Capacity (veh/h) 1020 - 319 608 - -
HCM Lane V/C Ratio 0.023 - 0.126 0.008 - -
HCM Ctrl Dly (s/v) 8.6 - 17.9 11 - -
HCM Lane LOS A - C B - -
HCM 95th %tile Q(veh) 0.1 - 0.4 0 - -
1544
HCM 7th TWSC Existing PM Peak
10: Caldwell Avenue & Pinkham Street 12/03/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 1.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 45 326 315 33 14 41
Future Vol, veh/h 45 326 315 33 14 41
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 165 - - 0 200 0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 48 347 335 35 15 44
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 370 0 - 0 778 335
Stage 1 - - - - 335 -
Stage 2 - - - - 443 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1183 - - - 364 705
Stage 1 - - - - 722 -
Stage 2 - - - - 645 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1183 - - - 349 705
Mov Cap-2 Maneuver - - - - 349 -
Stage 1 - - - - 693 -
Stage 2 - - - - 645 -
Approach EB WB SB
HCM Ctrl Dly, s/v 0.99 0 11.8

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 1183 - - - 349 705
HCM Lane V/C Ratio 0.04 - - - 0.043 0.062
HCM Ctrl Dly (s/v) 8.2 - - - 15.8 10.4
HCM Lane LOS A - - - C B
HCM 95th %tile Q(veh) 0.1 - - - 0.1 0.2
lt t t 7' lt 7'
1545
HCM 7th Signalized Intersection Summary Existing PM Peak 11: Lovers Lane & Caldwell Avenue 12/03/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations
Traffic Volume (veh/h) 88 220 41 36 236 77 57 357 36 1 78 247 Future Volume (veh/h) 88 220 41 36 236 77 57 357 36 1 78 247 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 94 234 44 38 251 82 61 380 38 83 263 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 157 358 66 156 368 117 131 1365 136 150 1141 Arrive On Green 0.09 0.12 0.12 0.09 0.14 0.14 0.07 0.42 0.42 0.08 0.41 Sat Flow, veh/h 1767 2970 549 1767 2629 839 1767 3238 322 1767 2794 Grp Volume(v), veh/h 94 137 141 38 166 167 61 206 212 83 164 Grp Sat Flow(s),veh/h/ln 1767 1763 1757 1767 1763 1705 1767 1763 1798 1767 1763 Q Serve(g_s), s 3.9 5.6 5.8 1.5 6.8 7.1 2.5 5.8 5.9 3.4 4.6 Cycle Q Clear(g_c), s 3.9 5.6 5.8 1.5 6.8 7.1 2.5 5.8 5.9 3.4 4.6 Prop In Lane 1.00 0.31 1.00 0.49 1.00 0.18 1.00
Lane Grp Cap(c), veh/h 157 213 212 156 247 239 131 743 758 150 720 V/C Ratio(X) 0.60 0.65 0.66 0.24 0.67 0.70 0.46 0.28 0.28 0.55 0.23 Avail Cap(c_a), veh/h 275 750 748 182 657 636 205 743 758 228 720 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.3 31.8 31.9 32.2 31.0 31.1 33.7 14.4 14.4 33.3 14.6 Incr Delay (d2), s/veh 3.7 3.3 3.6 0.8 3.2 3.7 2.5 0.9 0.9 3.2 0.7 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 2.4 2.5 0.6 2.8 2.9 1.1 2.1 2.2 1.5 1.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 37.0 35.1 35.5 33.0 34.2 34.8 36.2 15.3 15.3 36.5 15.4 LnGrp LOS DDDCCCDBB DB
Approach Vol, veh/h 372 371 479 413
Approach Delay, s/veh 35.7 34.3 18.0 19.7
Approach LOS D C B B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.6 38.0 12.4 14.9 11.6 37.0 10.9 16.3 Change Period (Y+Rc), s 4.2 6.0 5.7 * 5.7 6.0 * 6 4.2 5.7 Max Green Setting (Gmax), s 9.8 30.0 7.8 * 32 8.8 * 31 11.8 28.3 Max Q Clear Time (g_c+I1), s 5.4 7.9 3.5 7.8 4.5 6.8 5.9 9.1 Green Ext Time (p_c), s 0.1 2.0 0.0 1.3 0.0 1.6 0.1 1.6 Intersection Summary
HCM 7th Control Delay, s/veh 26.1
HCM 7th LOS C
Notes
User approved ignoring U-Turning movement.
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

I"' lJ.
""i tf+
1546
HCM 7th Signalized Intersection Summary Existing PM Peak 11: Lovers Lane & Caldwell Avenue 12/03/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement SBR
Lane Configurations
Traffic Volume (veh/h) 63
Future Volume (veh/h) 63
Initial Q (Qb), veh 0
Lane Width Adj. 1.00
Ped-Bike Adj(A_pbT) 1.00
Parking Bus, Adj 1.00
Work Zone On Approach
Adj Sat Flow, veh/h/ln 1856
Adj Flow Rate, veh/h 67
Peak Hour Factor 0.94
Percent Heavy Veh, % 3
Cap, veh/h 285
Arrive On Green 0.41
Sat Flow, veh/h 698
Grp Volume(v), veh/h 166
Grp Sat Flow(s),veh/h/ln 1729
Q Serve(g_s), s 4.8
Cycle Q Clear(g_c), s 4.8
Prop In Lane 0.40
Lane Grp Cap(c), veh/h 706
V/C Ratio(X) 0.23
Avail Cap(c_a), veh/h 706
HCM Platoon Ratio 1.00
Upstream Filter(I) 1.00
Uniform Delay (d), s/veh 14.7
Incr Delay (d2), s/veh 0.8
Initial Q Delay(d3), s/veh 0.0
%ile BackOfQ(50%),veh/ln 1.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 15.5
LnGrp LOS B
Approach Vol, veh/h
Approach Delay, s/veh
Approach LOS
Timer - Assigned Phs
1547
HCM 7th TWSC Existing PM Peak
12: Road 148 & Caldwell Avenue 12/03/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 2.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 12 302 17 15 325 19 10 20 23 15 20 32 Future Vol, veh/h 12 302 17 15 325 19 10 20 23 15 20 32 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 13 336 19 17 361 21 11 22 26 17 22 36
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 382 0 0 354 0 0 777 787 345 778 786 372 Stage 1 - - - - - - 372 372 - 405 405 -
Stage 2 - - - - - - 406 416 - 373 381 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1171 - - 1199 - - 313 322 696 312 323 672 Stage 1 - - - - - - 647 617 - 620 597 -
Stage 2 - - - - - - 620 590 - 645 611 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1171 - - 1199 - - 267 312 696 271 313 672 Mov Cap-2 Maneuver - - - - - - 267 312 - 271 313 -
Stage 1 - - - - - - 638 609 - 609 586 -
Stage 2 - - - - - - 555 580 - 590 603 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.29 0.34 15.74 16

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 394 65 - - 74 - - 401
HCM Lane V/C Ratio 0.15 0.011 - - 0.014 - - 0.185
HCM Ctrl Dly (s/v) 15.7 8.1 0 - 8 0 - 16
HCM Lane LOS C A A - A A - C
HCM 95th %tile Q(veh) 0.5 0 - - 0 - - 0.7
1548
HCM Signalized Intersection Capacity Analysis Existing AM Peak 1: Lovers Lane & Walnut Avenue 02/05/2026
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 87 224 97 80 297 46 11 157 290 49 2 63 Future Volume (vph) 87 224 97 80 297 46 11 157 290 49 2 63 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 5.3 5.3 4.2 6.0 4.2 5.7 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.98 1.00 0.98 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95
Satd. Flow (prot) 1752 1845 1548 1752 1805 1752 3429 1752 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95
Satd. Flow (perm) 1752 1845 1548 1752 1805 1752 3429 1752 Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 99 255 110 91 338 52 13 178 330 56 2 72 RTOR Reduction (vph) 0 0 79 0 5 0 0 0 12 0 0 0
Lane Group Flow (vph) 99 255 31 91 385 0 0 191 374 0 0 74 Confl. Peds. (#/hr) 1 1
Turn Type Prot NA Perm Prot NA Prot Prot NA Prot Prot
Protected Phases 7 4 3 8 5 5 2 1 1
Permitted Phases 4
Actuated Green, G (s) 7.6 25.1 25.1 8.0 24.8 15.3 29.9 6.8 Effective Green, g (s) 7.6 25.1 25.1 8.0 24.8 15.3 29.9 6.8 Actuated g/C Ratio 0.09 0.28 0.28 0.09 0.28 0.17 0.34 0.08 Clearance Time (s) 4.2 5.3 5.3 4.2 6.0 4.2 5.7 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 149 519 435 157 501 300 1149 133
v/s Ratio Prot c0.06 0.14 0.05 c0.21 c0.11 0.11 0.04
v/s Ratio Perm 0.02
v/c Ratio 0.66 0.49 0.07 0.58 0.77 0.64 0.33 0.56
Uniform Delay, d1 39.6 26.7 23.5 39.0 29.6 34.4 22.1 39.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 10.6 0.7 0.1 5.1 7.0 4.4 0.2 5.0
Delay (s) 50.2 27.5 23.6 44.1 36.5 38.7 22.3 44.7
Level of Service D C C D D D C D
Approach Delay (s/veh) 31.4 38.0 27.7
Approach LOS C D C
Intersection Summary
HCM 2000 Control Delay (s/veh) 32.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.68
Actuated Cycle Length (s) 89.2 Sum of lost time (s) 20.1 Intersection Capacity Utilization 64.4% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
1549
HCM Signalized Intersection Capacity Analysis Existing AM Peak 1: Lovers Lane & Walnut Avenue 02/05/2026
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement SBT SBR
Lane Configurations
Traffic Volume (vph) 334 122
Future Volume (vph) 334 122
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 5.7
Lane Util. Factor 0.95
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.96
Flt Protected 1.00
Satd. Flow (prot) 3364
Flt Permitted 1.00
Satd. Flow (perm) 3364
Peak-hour factor, PHF 0.88 0.88
Adj. Flow (vph) 380 139
RTOR Reduction (vph) 33 0
Lane Group Flow (vph) 486 0
Confl. Peds. (#/hr)
Turn Type NA
Protected Phases 6
Permitted Phases
Actuated Green, G (s) 21.4
Effective Green, g (s) 21.4
Actuated g/C Ratio 0.24
Clearance Time (s) 5.7
Vehicle Extension (s) 3.0
Lane Grp Cap (vph) 807
v/s Ratio Prot c0.14
v/s Ratio Perm
v/c Ratio 0.60
Uniform Delay, d1 30.1
Progression Factor 1.00
Incremental Delay, d2 1.3
Delay (s) 31.4
Level of Service C
Approach Delay (s/veh) 33.0
Approach LOS C
Intersection Summary
1550
HCM Signalized Intersection Capacity Analysis Existing PM Peak 1: Lovers Lane & Walnut Avenue 02/05/2026
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 76 254 62 63 230 59 12 78 322 83 3 128 Future Volume (vph) 76 254 62 63 230 59 12 78 322 83 3 128 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 5.3 5.3 4.2 6.0 4.2 5.7 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frt 1.00 1.00 0.85 1.00 0.97 1.00 0.97 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95
Satd. Flow (prot) 1752 1845 1568 1752 1788 1752 3398 1752 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95
Satd. Flow (perm) 1752 1845 1568 1752 1788 1752 3398 1752 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 81 270 66 67 245 63 13 83 343 88 3 136
RTOR Reduction (vph) 0 0 48 0 8 0 0 0 20 0 0 0
Lane Group Flow (vph) 81 270 18 67 300 0 0 96 411 0 0 139 Turn Type Prot NA Perm Prot NA Prot Prot NA Prot Prot
Protected Phases 7 4 3 8 5 5 2 1 1
Permitted Phases 4
Actuated Green, G (s) 7.4 20.8 20.8 6.6 19.3 8.0 17.5 12.6 Effective Green, g (s) 7.4 20.8 20.8 6.6 19.3 8.0 17.5 12.6 Actuated g/C Ratio 0.10 0.27 0.27 0.09 0.25 0.10 0.23 0.16 Clearance Time (s) 4.2 5.3 5.3 4.2 6.0 4.2 5.7 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 168 499 424 150 448 182 773 287
v/s Ratio Prot c0.05 0.15 0.04 c0.17 0.05 0.12 c0.08
v/s Ratio Perm 0.01
v/c Ratio 0.48 0.54 0.04 0.45 0.67 0.53 0.53 0.48
Uniform Delay, d1 32.9 24.0 20.7 33.4 25.9 32.7 26.1 29.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.2 1.2 0.0 2.1 3.8 2.7 0.7 1.3
Delay (s) 35.1 25.2 20.7 35.5 29.7 35.4 26.8 30.5
Level of Service D C C D C D C C
Approach Delay (s/veh) 26.4 30.7 28.4
Approach LOS C C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 27.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.57
Actuated Cycle Length (s) 76.9 Sum of lost time (s) 20.1 Intersection Capacity Utilization 59.0% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
1551
HCM Signalized Intersection Capacity Analysis Existing PM Peak 1: Lovers Lane & Walnut Avenue 02/05/2026
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement SBT SBR
Lane Configurations
Traffic Volume (vph) 367 106
Future Volume (vph) 367 106
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 5.7
Lane Util. Factor 0.95
Frt 0.97
Flt Protected 1.00
Satd. Flow (prot) 3387
Flt Permitted 1.00
Satd. Flow (perm) 3387
Peak-hour factor, PHF 0.94 0.94
Adj. Flow (vph) 390 113
RTOR Reduction (vph) 23 0
Lane Group Flow (vph) 480 0
Turn Type NA
Protected Phases 6
Permitted Phases
Actuated Green, G (s) 22.1
Effective Green, g (s) 22.1
Actuated g/C Ratio 0.29
Clearance Time (s) 5.7
Vehicle Extension (s) 3.0
Lane Grp Cap (vph) 973
v/s Ratio Prot c0.14
v/s Ratio Perm
v/c Ratio 0.49
Uniform Delay, d1 22.8
Progression Factor 1.00
Incremental Delay, d2 0.4
Delay (s) 23.1
Level of Service C
Approach Delay (s/veh) 24.7
Approach LOS C
Intersection Summary
1552
Queuing and Blocking Report Existing AM Peak
Improved 02/05/2026
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 1: Lovers Lane & Walnut Avenue
Movement EB EB EB WB WB NB NB NB SB SB SB
Directions Served L T R L TR UL T TR UL T TR
Maximum Queue (ft) 159 232 90 114 318 177 107 151 109 181 178 Average Queue (ft) 77 105 30 61 150 98 51 66 55 110 98
95th Queue (ft) 130 199 60 103 247 148 97 117 100 170 158 Link Distance (ft) 2564 2538 2504 2504 2548 2548
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 300 150 300 210 250
Storage Blk Time (%) 4 0
Queuing Penalty (veh) 7 0
Intersection: 2: Pinkham Street & K Avenue
Movement EB EB WB WB NB SB
Directions Served L TR L TR LTR LTR
Maximum Queue (ft) 44 62 25 85 101 94
Average Queue (ft) 23 25 5 30 53 39
95th Queue (ft) 32 46 20 58 85 70
Link Distance (ft) 1330 2545 930 2251
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200 150
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: Lovers Lane & K Avenue
Movement EB EB NB SB
Directions Served L R UL U
Maximum Queue (ft) 51 79 87 25
Average Queue (ft) 23 28 21 2
95th Queue (ft) 46 50 57 12
Link Distance (ft) 2545
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 115 290 100
Storage Blk Time (%)
Queuing Penalty (veh)
1553
Queuing and Blocking Report Existing AM Peak
Improved 02/05/2026
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 5: Lovers Lane & Sunnyside Avenue
Movement EB NB SB
Directions Served LR UL U
Maximum Queue (ft) 74 25 26
Average Queue (ft) 35 2 1
95th Queue (ft) 56 12 9
Link Distance (ft) 671
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 80 300
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: Caldwell Avenue & Pinkham Street
Movement EB WB SB SB
Directions Served L R L R
Maximum Queue (ft) 31 41 28 46
Average Queue (ft) 4 1 14 18
95th Queue (ft) 21 13 35 38
Link Distance (ft) 1248 1815
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 165 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 11: Lovers Lane & Caldwell Avenue
Movement EB EB EB WB WB WB NB NB NB SB SB SB
Directions Served L T TR L T TR L T TR UL T TR
Maximum Queue (ft) 74 141 105 134 122 138 116 131 144 244 332 194 Average Queue (ft) 27 72 34 41 80 79 41 76 66 54 114 56 95th Queue (ft) 65 121 62 87 119 115 90 123 127 131 208 139 Link Distance (ft) 1215 1215 1121 1121 765 765 1291 1291 Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 90 150 125
Storage Blk Time (%) 1 5 0 0 6
Queuing Penalty (veh) 2 3 0 0 5
1554
Queuing and Blocking Report Existing AM Peak
Improved 02/05/2026
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 12: Road 148 & Caldwell Avenue
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 30 26 46 70
Average Queue (ft) 6 1 20 41
95th Queue (ft) 24 8 43 64
Link Distance (ft) 4000 5290 2538 2586
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 21: Bend
Movement SB SB
Directions Served T
Maximum Queue (ft) 50 141
Average Queue (ft) 2 5
95th Queue (ft) 16 46
Link Distance (ft) 765 765
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 17
1555
Queuing and Blocking Report Existing PM Peak
Improved 02/05/2026
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 1: Lovers Lane & Walnut Avenue
Movement EB EB EB WB WB NB NB NB SB SB SB
Directions Served L T R L TR UL T TR UL T TR
Maximum Queue (ft) 115 182 86 128 273 150 170 193 138 216 181 Average Queue (ft) 66 108 26 49 135 74 73 97 89 110 103 95th Queue (ft) 115 184 59 93 230 128 146 167 131 180 174 Link Distance (ft) 2564 2538 2504 2504 2548 2548
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 300 150 300 210 250
Storage Blk Time (%) 3
Queuing Penalty (veh) 4
Intersection: 2: Pinkham Street & K Avenue
Movement EB EB WB WB NB SB
Directions Served L TR L TR LTR LTR
Maximum Queue (ft) 43 64 25 45 76 72
Average Queue (ft) 16 23 10 24 33 41
95th Queue (ft) 36 45 28 40 55 66
Link Distance (ft) 1330 2545 930 2251
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200 150
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: Lovers Lane & K Avenue
Movement EB EB NB SB SB
Directions Served L R UL U TR
Maximum Queue (ft) 52 53 31 25 22
Average Queue (ft) 14 17 13 4 1
95th Queue (ft) 41 42 35 17 7
Link Distance (ft) 2545 2504
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 115 290 100
Storage Blk Time (%)
Queuing Penalty (veh)
1556
Queuing and Blocking Report Existing PM Peak
Improved 02/05/2026
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 5: Lovers Lane & Sunnyside Avenue
Movement EB NB SB SB
Directions Served LR UL U TR
Maximum Queue (ft) 71 29 24 51
Average Queue (ft) 25412
95th Queue (ft) 56 19 8 17
Link Distance (ft) 671 1240
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 80 300
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: Caldwell Avenue & Pinkham Street
Movement EB WB WB SB SB
Directions Served L T R L R
Maximum Queue (ft) 26 54 56 28 26
Average Queue (ft) 7 2 2 8 15
95th Queue (ft) 25 18 18 27 31
Link Distance (ft) 1248 1248 1815
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 165 200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 11: Lovers Lane & Caldwell Avenue
Movement EB EB EB WB WB WB NB NB NB SB SB SB
Directions Served L T TR L T TR L T TR UL T TR
Maximum Queue (ft) 140 122 113 73 133 138 133 155 98 182 161 113 Average Queue (ft) 50 78 45 28 73 69 46 80 68 58 72 32
95th Queue (ft) 104 116 89 67 122 109 96 136 107 110 124 79 Link Distance (ft) 1215 1215 1121 1121 765 765 1291 1291 Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 90 150 125
Storage Blk Time (%) 0 3 0 0 2 1
Queuing Penalty (veh) 0 1 0 0 3 1
1557
Queuing and Blocking Report Existing PM Peak
Improved 02/05/2026
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 12: Road 148 & Caldwell Avenue
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 53 72 55 61
Average Queue (ft) 2 3 29 26
95th Queue (ft) 19 26 52 50
Link Distance (ft) 4000 5290 2538 2586
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 9
1558
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 App | G
(559) 570-8991
Appendix G: Opening Year No Project Traffic Conditions
JlB!RAf.f.!f
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1559
HCM Signalized Intersection Capacity Analysis Opening Year No Project AM Peak 1: Lovers Lane & Walnut Avenue 01/28/2026
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 89 226 102 80 302 50 11 167 316 49 16 70 Future Volume (vph) 89 226 102 80 302 50 11 167 316 49 16 70 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.3 5.3 6.0 4.2 5.7 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00
Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 0.98 1.00 0.98 1.00
Flt Protected 0.99 1.00 0.99 0.95 1.00 0.95
Satd. Flow (prot) 1819 1547 1796 1752 3434 1752
Flt Permitted 0.99 1.00 0.99 0.95 1.00 0.95
Satd. Flow (perm) 1819 1547 1796 1752 3434 1752
Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 101 257 116 91 343 57 13 190 359 56 18 80 RTOR Reduction (vph) 0 0 87 0 4 0 0 0 10 0 0 0
Lane Group Flow (vph) 0 358 29 0 487 0 0 203 405 0 0 98 Confl. Peds. (#/hr) 1 1
Turn Type Split NA Perm Split NA Prot Prot NA Prot Prot Protected Phases 4 4 8 8 5 5 2 1 1
Permitted Phases 4
Actuated Green, G (s) 26.0 26.0 32.2 10.9 22.5 11.5
Effective Green, g (s) 26.0 26.0 32.2 10.9 22.5 11.5
Actuated g/C Ratio 0.23 0.23 0.28 0.10 0.20 0.10
Clearance Time (s) 5.3 5.3 6.0 4.2 5.7 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 417 354 509 168 681 177
v/s Ratio Prot c0.20 c0.27 c0.12 0.12 0.06
v/s Ratio Perm 0.02
v/c Ratio 0.86 0.08 0.96 1.21 0.59 0.55
Uniform Delay, d1 41.9 34.3 39.9 51.3 41.3 48.5
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 15.9 0.1 29.1 136.4 1.4 3.7
Delay (s) 57.9 34.4 69.0 187.7 42.7 52.2
Level of Service E C E F D D
Approach Delay (s/veh) 52.1 69.0 90.3
Approach LOS D E F
Intersection Summary
HCM 2000 Control Delay (s/veh) 65.3 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.91
Actuated Cycle Length (s) 113.4 Sum of lost time (s) 21.2 Intersection Capacity Utilization 82.0% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
1560
HCM Signalized Intersection Capacity Analysis Opening Year No Project AM Peak 1: Lovers Lane & Walnut Avenue 01/28/2026
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement SBT SBR
Lane Configurations
Traffic Volume (vph) 360 125
Future Volume (vph) 360 125
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 5.7
Lane Util. Factor 0.95
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.96
Flt Protected 1.00
Satd. Flow (prot) 3369
Flt Permitted 1.00
Satd. Flow (perm) 3369
Peak-hour factor, PHF 0.88 0.88
Adj. Flow (vph) 409 142
RTOR Reduction (vph) 29 0
Lane Group Flow (vph) 522 0
Confl. Peds. (#/hr)
Turn Type NA
Protected Phases 6
Permitted Phases
Actuated Green, G (s) 23.1
Effective Green, g (s) 23.1
Actuated g/C Ratio 0.20
Clearance Time (s) 5.7
Vehicle Extension (s) 3.0
Lane Grp Cap (vph) 686
v/s Ratio Prot c0.15
v/s Ratio Perm
v/c Ratio 0.76
Uniform Delay, d1 42.5
Progression Factor 1.00
Incremental Delay, d2 5.0
Delay (s) 47.5
Level of Service D
Approach Delay (s/veh) 48.2
Approach LOS D
Intersection Summary
1561
HCM 7th AWSC Opening Year No Project AM Peak
2: Pinkham Street & K Avenue 01/28/2026
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.