Cities Index.
Agenda packet

Upland City Council
January 27, 2025

Document
Agenda packet
Meeting
January 27, 2025
Body
Upland City Council
Pages
451,307,505
Original file
2.5 MB
Text extracted from the city's file for reading and search. Open the original on docx.uplandca.gov. That file is the official record.

CITY OF UPLAND

SPEED STUDY TRAFFIC CONDITIONS FORM
i
ROADWAY:San Antonio Ave Seg.#46
LIMITS:between 24th St and Foothill Blvd
DIRECTION OF TRAVEL: NB SB COMBINED
Roadway Characteristics
Total Curb-To-Curb Street Width(feet) 64'
Number of through travel lanes by direction 2 2 Painted Median Y
Raised Median N
On-street parking Y
Posted speed limit(mph) 35 35
Surrounding land uses RES/REC/CHURCH RES/REC/CHURCH Does surrounding land use have direct access Y Y • Frequency of driveways(H/M/L) FREQUENT FREQUENT Curb and gutter present Y Y
Sidewalks present Y Y
Street illutimation midblock Y Y
Street Illumination at intersection Y Y
Bike lanes N N
Two-way daily traffic volume(ADT) 1,948
Length of segment(miles) 3.01
Speed Characteristics
85th percentile speed(mph) 42 43 42
50th percentile speed(mph) 36 38 38 i 15th percentile speed(mph) 31 33 32
Range ofspeeds(mph) 28-44 31-44 28-44
10-milepacespeed 33-42 32-41 32-41
_
Percent in 10-mile pace speed 70% 78% 72% Collision Analysis for recent 36 months
Total number of collisions 42
Total collision rate per MVMT 4.09
Average crash rate for this hwy classification(per MVMT)* 0.66 is collision rate abnormally high? Y
Other Special Conditions
Crosswalks Y
Residential area or direct residential access with pedestrian activity Y Commercial area pedestrian activity/access N On-street parking with potential traffic conflicts Y Consistency with ad)acent roadway segment speeds Y Roadway alignment,horizontal,or vertical curves,etc. N Vicinity to school or other activity area Ni Other(Lack of Sidewalks,Open drainage,etc.) N -
Recommended speed limit(mph) 35 35
Conditions not readily apparent to driver Y Y
*Source:2020 Crash Data on California State Highways-Caltrans ti4 ' cy 'Q ', I
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CITY OF UPLAND

SPEED STUDY TRAFFIC CONDITIONS FORM
ROADWAY:San Antonio Ave Seg.#47 i LIMITS:between Foothill Blvd and 1-10 Freeway
DIRECTION OF TRAVEL: NB SB COMBINED
Roadway Characteristics
Total Curb-To-Curb Street Width(feet) 64'
Number of through travel lanes by direction 1-2 1-2 Painted Median Y
Raised Median N
On-street parking Y
Posted speed limit(mph) 35 35
Surrounding land uses RES/SCHOOL RES/SCHOOL Does surrounding land use have direct access Y Y Frequency of driveways(H/M/L) FREQUENT FREQUENT Curb and gutter present Y Y
Sidewalks present Y Y
Street illutimatlon midblock Y Y
Street illumination at intersection Y Y
Bike lanes _ N N
Two-way daily traffic volume(ADT) 4,622
Length of segment(miles) 1.31
Speed Characteristics
85th percentile speed(mph) 43 44 43
50th percentile speed(mph) 37 40 39
15th percentile speed(mph) 34 36 35
Range of speeds(mph) 30-47 33-49 30-49
10-mile pace speed 34-43 35-44 35-44
Percent in 10-mile pace speed 76% 90% 80% j Collision Analysis for recent 36 months
Total number of collisions _ 49
Total collision rate per MVMT 4.56
Average crash rate for this hwy classification(per MVMT)* 0.66-1,61 Is collision rate abnormally high? Y
Other Special Conditions
-_
Crosswalks _ Y
Residential area or direct residential access with pedestrian activity N Commercial area pedestrian activity/access N On-street parking with potential traffic conflicts N Consistency with adjacent roadway segment speeds N Roadway alignment,horizontal,or vertical curves,etc. N Vicinity to school or other activity area N
Other(Lack of Sidewalks,Open drainage,etc.) N Recommended speed limit(mph) 35 35
Conditions not readily apparent to driver N N
*Source:2020 Crash Dato on California State Highways-Caltrans ,r',6X'''''''''"''' „' ‘A
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CITY OF UPLAND

SPEED STUDY TRAFFIC CONDITIONS FORM
ROADWAY:Euclid Ave Seg.#48
LIMITS:Between 16th St and 24th St
DIRECTION OF TRAVEL: NB SB COMBINED
Roadway Characteristics
Total Curb-To-Curb Street Width(feet) 145' Number of through travel lanes by direction 2 2 Painted Median N
Raised Median Y
On-street parking Y Y _
Posted speed limit(mph) 45 45
Surrounding land uses RES RES
Does surrounding land use have direct access Y Y Frequency of driveways(H/M/L) hi H
Curb and gutter present Y Y
W Sidewalks present Y(Majority) Y(Majority) Street illutlmation midblock Y Y
Street illumination at intersection Y Y
Bike lanes Y Y
Two-way daily traffic volume(ADT) 8,950
Length of segment(miles) 2.00
Speed Characteristics
85th percentile speed(mph) 50 50 50
50th percentile speed(mph) 45 45 45
15th percentile speed(mph) 42 40 40
Range of speeds(mph) 37-59 32-59 32-59
10-mile pace speed 40-49 40-49 40-49
Percent in 10-mile pace speed 78% 70% 74% Collision Analysis for recent 36 months
Total number of collisions 55
Total collision rate per MVMT 1.57
Average crash rate for this hwy classification(per MVMT)* 0.93 Is colIision rate abnormally high? N
Other Special Conditions
Crosswalks Y
Residential area or direct residential access with pedestrian activity Y Commercial area pedestrian activity/access N On-street parking with potential traffic conflicts N Consistency with adjacent roadway segment speeds Y Roadway alignment,horizontal,or vertical curves,etc. N Vicinity to school or other activity area _ N Other(Lack of Sidewalks,Open drainage,etc.) _ PED TRAIL IN MEDIAN Recommended speed limit(mph) 45
Conditions not readily apparent to driver Y *Source:2020 Crash Data on California State Highways-Caltrans r. -?=.
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CITY OF UPLAND

SPEED STUDY TRAFFIC CONDITIONS FORM
ROADWAY:Euclid Ave Seg.#49
LIMITS:between 16th St and Foothill Blvd t
DIRECTION OF TRAVEL: NB SB COMBINED
Roadway Characteristics
Total Curb-To-Curb Street Width(feet) 145' Number of through travel lanes by direction 2 2 Painted Median N
Raised Median Y
On-street parking
Posted speed limit(mph) 45 _ 45
Surrounding land uses RES/COMM RES/COMM
Does surrounding land use have direct access N Y Frequency of driveways(H/M/L) INFREQUENT INFREQUENT Curb and gutter present Y Y
Sidewalks present Y Y
Street Illutimation midblock Y Y
Street Illumination at Intersection Y Y
Bike lanes Y Y
Two-way daily traffic volume(ADT( 19,535
Length of segment(miles) 0.96
Speed Characteristics
85th percentile speed(mph) 50 50 50
50th percentile speed(mph) 46 44 45
15th percentile speed(mph) 42 41 41
Range of speeds(mph) 36-54 37-57 36-57
10-mile pace speed 42-51 41-50 41-50
Percent in 10-mile pace speed 80% 72% 76% Collision Analysis for recent 36 months
Total number of collisions 65
Total collision rate per MVMT 1.83
Average crash rate for this hwy classification(per MVMT)* 0.93 Is collision rate abnormally high? Y
Other Special Conditions
Crosswalks Y
Residential area or direct residential access with pedestrian activity N Commercial area pedestrian activity/access N On-street parking with potential traffic conflicts N Consistency with adjacent roadway segment speeds N Roadway alignment,horizontal,or vertical curves,etc. N Vicinity to school or other activity area N
Other(Lack of Sidewalks,Open drainage,etc.) N Recommended speed limit(mph) 45 45
Conditions not readily apparent to driver N N
*Source:2020 Crash Data on California State Highways-Calcrans W { yy Prepared By: Reviewed By:
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1 CITY OF UPLAND

SPEED STUDY TRAFFIC CONDITIONS FORM
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ROADWAY:Euclid Ave Seg.8 50
LIMITS:between Foothill Blvd and 7th St
DIRECTION OF TRAVEL: NB SB COMBINED
Roadway Characteristics
Total Curb-To-Curb Street Width(feet) 152'
Number of through travel lanes by direction 3 3 Painted Median N
Raised Median Y
On-street parking
Posted speed limit(mph) 40 40
Surrounding land uses RES/COMM RES/COMM
Does surrounding land use have direct access N Y Frequency of driveways(H/M/L) n FREQUENT FREQUENT _ Curb and gutter present Y Y
Sidewalks present Y Y
Street illutimatlon midblock Y Y
Street illumination at intersection Y Y
Bike lanes Y Y
Two-way daily traffic volume(ADT) 28,708
Length of segment{miles) _ 1,24
Speed Characteristics
85th percentile speed{mph) _ 46 43 44 50th percentile speed(mph) 40 39 40
15th percentile speed(mph) 37 36 36
Range of speeds(mph) 34-51 35-48 20-60
10-mile pace speed 35-44 3S-44 35-44
Percent in 10-mile pace speed 80% 94% 87% Collision Analysis for recent 36 months _ Total number of collisions 128 4
Total collision rate per MVMT 2,31
Average crash rate for this hwy classification(per MVMT)* 0.87 Is collision rate abnormally high? Y
Other Special Conditions
Crosswalks Y
Residential area or direct residential access with pedestrian activity Y Commercial area pedestrian activity/access N On-street parking with potential traffic conflicts N Consistency with adjacent roadway segment speeds N Roadway alignment,horizontal,or vertical curves,etc. N Vicinity to school or other activity area N
Other(Lack of Sidewalks,Open drainage,etc.) N Recommended speed limit(mph) 40 40
Conditions not readily apparent to driver N N
*Source:2020 Crash Data on California State Highways-Caitrans _ f
Prepared By: Reviewed By: 19 `'- y _
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CITY OF U PLAND

SPEED STUDY TRAFFIC CONDITIONS FORM
ROADWAY:Campus Ave Seg.#51
LIMITS:between 24h and 22nd St
DIRECTION OF TRAVEL: NB SB COMBINED _
'Roadway Characteristics
Total Curb-To-Curb Street Width(feet) _ 40' r
Number of through travel lanes by direction 1 _ 1 Painted Median Y .

Raised Median _ N
On-street parking Y Y
Posted speed limit(mph) 35 35
Surrounding land uses RESIDENTIAL RESIDENTIAL Does surrounding land use have direct access Y Y Frequency of driveways(H/M/L) FREQUENT FREQUENT Curb and gutter present Y Y
Sidewalks present Y Y
Streetl{lutimatlan midblock N N
Street Illumination at intersection Y Y
Bike lanes N N
Two-way daily traffic volume(ADT) 3,215
Length of segment(miles) 0.5
Speed Characteristics
85th percentile speed(mph) 39 40 39
50th percentile speed(mph) 35 35 35
15th percentile speed(mph) 30 30 30
Range of speeds(mph) 20-60 20-55 20-60
10-mile pace speed 31-40 _ 31-40 31-40 Percent In 10-mlle pace speed 73% 76% 74% Collision Analysis for recent 36 months
Total number of collisions _ 7,
Total collision rate per MVMT 0.57
Average crash rate for this hwy classification(per MVMT)* 1.07 is collision rate abnormally high? N
Other Special Conditions
Crosswalks N
Residential area or direct residential access with pedestrian activity N Commercial area pedestrian activity/access N On-street parking with potential traffic conflicts N Consistency with adjacent roadway segment speeds N Roadway alignment,horizontal,or vertical curves,etc. N Vicinity to school or other activity area N
Other(Lack of Sidewalks,Open drainage,etc.) N Recommended speed limit(mph) 35 35
Conditions not readily apparent to driver N N
*Source:2020 Crash Data on California State Highways-Caltrans "'':=' y,;z lot.< s,`', ""z,Iv ..�
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CITY OF UPLAND

SPEED STUDY TRAFFIC CONDITIONS FORM
ROADWAY:Campus Ave Seg.ft 52
LIMITS:between 20th and 22nd St
DIRECTION OF TRAVEL: NB SB COMBINED
Roadway Characteristics
Total Curb-To-Curb Street Width(feet) 40'
Number of through travel lanes by direction 1 1 Painted Median N
Raised Median N
On-street parking N N
Posted speed limit(mph) 40 40
Surrounding land uses INDUSTRIAL SCE EASEMENT Does surrounding land use have direct access N Y Frequency of driveways(H/M/L) NONE NONE
Curb and gutter present N N
Sidewalks present N N
Street iilutimation midblock N N
Street illumination at intersection N Y
Bike lanes N N
Two-way daily traffic volume(ADT) 5,964
Length of segment(miles) 0.5
Speed Characteristics
85th percentile speed(mph) 43 44 44
50th percentile speed(mph) 39 39 39
15th percentile speed(mph) 35 35 35
Range of speeds(mph) 20-60 20-55 20-60
10-mile pace speed 34-43 36-45 35-44
Percent in 10-mile pace speed 80% 74% 75% Collision Analysis for recent 36 months
Total number of collisions 1
Total collision rate per MVMT 0.31
Average crash rate for this hwy classification(per MVMT)* 1.07 Is collision rate abnormally high? N
Other Special Conditions
Crosswalks N
Residential area or direct residential access with pedestrian activity N Commercial area pedestrian activity/access N On-street parking with potential traffic conflicts N Consistency with adjacent roadway segment speeds N Roadway alignment,horizontal,or vertical curves,etc. N Vicinity to school or other activity area N
Other(Lack of Sidewalks,Open drainage,etc.) Y Recommended speed limit(mph) 40 40
Conditions not readily apparent to driver N N
*Source:2020 Crash Data on California State Highways-Caltrans °),Prepared By: Reviewed By. �.

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Page 144 of 705 ends

CITY OF UPLAND

SPEED STUDY TRAFFIC CONDITIONS FORM
ROADWAY:Campus Ave Seg.#53
LIMITS;between 20th and 19th St(South)
DIRECTION OF TRAVEL: NB SB COMBINED
Roadway Characteristics
Total Curb-To-Curb Street Width(feet) _ 76'-88' Number of through travel lanes by direction 2 2 Painted Median Y
Raised Median Y
On-street parking N N
Posted speed limit(mph) 35 35
Surrounding land uses _ RES/IND RES/IND
Does surrounding land use have direct access Y Y Frequency of driveways(H/M/L) FREQUENT FREQUENT Curb and gutter present Y Y
Sidewalks present Y Y
Street illutimatlon mIdblock Y Y
Street illumination at Intersection Y Y
Bike lanes Y N
Two-way daily traffic volume(ADT) 25,223
Length of segment(miles) 0.35
Speed Characteristics
85th percentile speed(mph) 35 37 36
50th percentile speed(mph) 33 34 33
-
15th percentile speed(mph) 30 30 30
Range of speeds(mph) 34-48 32-48 32-48
10-mile pace speed 28-37 30-39 28-37
Percent in 10-mile pace speed 96% 86% 90% Collision Analysis for recent 36 months
Total number of collisions 7
Total collision rate per MVMT 0.41
A
Average crash rate for this hwy classification(per MVMT)* 0.93 Is collision rate abnormally high? N
Other Special Conditions
.

Crosswalks Y
Residential area or direct residential access with pedestrian activity Y Commercial area pedestrian activity/access N On-street parking with potential traffic conflicts Y Consistency with adjacent roadway segment speeds N Roadway alignment,horizontal,or vertical curves,etc. N Vicinity to school or other activity area N
_
Other(Lack of Sidewalks,Open drainage,etc.) _ N Recommended speed limit(mph) 35 35
• Conditions not readily apparent to driver Y v *Source;2020 Crash Data on California State Highways-Caitrans r,?Ev;�
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CITY OF UPLAND

SPEED STUDY TRAFFIC CONDITIONS FORM
ROADWAY:Campus Ave Seg.#54
LIMITS:between 19TH St(South)and Foothill Blvd
DIRECTION OF TRAVEL: NB SB COMBINED
Roadway Characteristics
Total Curb-To-Curb Street Width(feet) 64'
Number of through travel lanes by direction 2 2 Painted Median Y

V(N OF COLONIES
Raised Median PKWY)
On-street parking N N
Posted speed limit(mph) 40 40
Surrounding land uses COM AG/RES COM AG/RES
Does surrounding land use have direct access Y Y Frequency of driveways(H/M/L) INFREQUENT _ INFREQUENT Curb and gutter present Y Y
Sidewalks present Y Y (MAJORITY)
Streetillutimatlon mldblock Y Y
Street illumination at intersection Y V
Bike lanes Y N
Two-way daily traffic volume{ADT) 23843
Length of segment(miles) 1.9
Speed Characteristics _
85th percentile speed(mph) 44 45 44
50th percentile speed(mph) 40 40 40
15th percentile speed(mph) 36 35 35
Range ofspeeds(mph) 34-48 32-48 32-48
10-mile pace speed 35-44 37-46 35-44
Percent in 10-mile pace speed 86% 70% 78% Collision Analysis for recent 36 months
Total number of collisions 67
Total collision rate per MVMT 0.82
Average crash rate for this hwy classification per MVMT)* 0.66-1.00 is collision rate abnormally high? N
Other Special Conditions
Crosswalks Y
Residential area or direct residential access with pedestrian activity N — Commercial area pedestrian activity/access N On-street parking with potential traffic conflicts N Consistency with adjacent roadway segment speeds N Roadway alignment,horizontal,or vertical curves,etc. N Vicinity to school or other activity area N
Other(Lack of Sidewalks,Open drainage,etc.) N Recommended speed limit(mph) 40 40
Conditions not readily apparent to driver N N
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CITY OF UPLAND

SPEED STUDY TRAFFIC CONDITIONS FORM
ROADWAY:Campus Ave Seg.#55
LIMITS:between Foothill Blvd and 1-10 Freeway
DIRECTION OF TRAVEL: NB SB COMBINED
Roadway Characteristics
Total Curb-To-Curb Street Width(feet) 36'
Number of through travel lanes by direction 1 1 Painted Median V
Raised Median N
On-street parking Y Y
Posted speed limit(mph) 35 35
Surrounding land uses RES/PARK RES/CHURCH Does surrounding land use have direct access Y Y Frequency of driveways(H/M/L) H _ H
Curb and gutter present _ Y Y
Sidewalks present T Y Y
Street illutimatlon mldblock Y Y
Street illumination at intersection Y Y
Bike lanes N N
Two-way daily traffic volume(ADT) 8598
Length of segment(miles) 1.33
Speed Characteristics
85th percentile speed(mph) 38 38 38
50th percentile speed(mph) 33 34 34
15th percentile speed(mph) 30 31 30
Range of speeds(rnph) 26-43 26-43 26-43
10-mile pace speed _ 29-38 29-38 29-38
Percent in 10-mile pace speed 84% 84% 84% Collision Analysis for recent 36 months
Total number of collisions 44
Total collision rate per MVMT 2.24
Average crash rate for this hwy classification(per MVMT)* 1,07 is collision rate abnormally high? Y
Other Special Conditions
Crosswalks Y
Residential area or direct residential access with pedestrian activity Y Commercial area pedestrian activity/access N On-street parking with potential traffic conflicts Y Consistency with adjacent roadway segment speeds N Roadway alignment,horizontal,orvertical curves,etc. N Vicinity to school or other activity area Y
Other(Lack of Sidewalks,Open drainage,etc.) N Recommended speed limit(mph) 35
Conditions not readily apparent to driver v *Source:2020 Crash Data on California State Highways-Caitrans ,•c`,r 4''= ,-,,,, E rld-
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CITY OF UPLAND

SPEED STUDY TRAFFIC CONDITIONS FORM
ROADWAY: Tanglewood Avenue LOC NO:56
LIMITS:between Colonies Pkwy and 16th St
DIRECTION OF TRAVEL: NB SB COMBINED -
Roadway Characteristics
Total Curb-To-Curb Street Width(feet) 40'-44' Number of through travel lanes by direction 1 1 Painted Median Y(MAJORITY)
Raised Median Y(AT ENTRYWAY)
On-street parking •
N N
Posted speed limit(mph) 35 35 •
Surrounding land uses RES RES
Does surrounding land use have direct access N N Frequency of driveways(N/M/L) NONE NONE
Curb and gutter present Y Y
Sidewalks present Y Y
Street illutimation midblock Y Y
Street illumination at intersection
Bike lanes Y Y
Two-way daily traffic volume(ADT) 2,795
Length of segment(miles) 0.52
Speed Characteristics
85th percentile speed(mph) 39 _ 40 39
50th percentile speed(mph) 36 36 36
15th percentile speed(mph) 32 31 32
Range of speeds(mph) s 2744 25-46 25-46
e
10-mile pace speed 32-41 31-40 31-40
Percent in 10-mile pace speed 84% 76% 79% Collision Analysis for recent 36 months _
Total number of collisions _ 7
Total collision rate per MVMT 2.72
Average crash rate for this hwy classification(per MVMT)* 1.07 Is collision rate abnormally high? Y
Other Special Conditions
Crosswalks Y
Residential area or direct residential access with pedestrian activity Y Commercial area pedestrian activity/access N On-street parking with potential traffic conflicts N Consistency with adjacent roadway segment speeds N Roadway alignment,horizontal,or vertical curves,etc. N Vicinity to school or other activity area _ N
Other(Lack of Sidewalks,Open drainage,etc.) N Recommended speed limit(mph) 35 35 35
Conditions not readily apparent to driver N
*Source:2020 Crash Data on California State Highways-Caltrans /rfbM 7'
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Page 148 of 705 ends

CITY OF UPLAND

SPEED STUDY TRAFFIC CONDITIONS FORM
ROADWAY: Grove Avenue LOC NO:57
LIMITS:between Foothill Blvd and 15th St
DIRECTION OF TRAVEL: NB SB COMBINED I Roadway Characteristics
Total Curb-To-Curb Street Width(feet) 40'-64' l Number of through travel lanes by direction 1 1 Painted Medlar: Y
Raised Median N
On-street parking Y V
Posted speed limit(mph) 30 30
Surrounding land uses _ RES/COM RES/COM Does surrounding land use have direct access Y Y Frequency of driveways(H/M/L) H H
Curb and gutter present Y Y
Sidewalks present Y Y
•
Street illutimatlon midbiock Y Y
Street illumination at Intersection Y Y
Bike lanes N N
Two-way daily traffic volume(ADT) 2,103
Length of segment(miles) 0,78
Speed Characteristics
85th percentile speed(mph) 38 42 40
50th percentile speed(mph) 34 37 35
15th percentile speed(mph) 30 32 31
Range of speeds(mph) 25-42 25-48 25-48
10-mile pace speed 29-38 31-40 31-40
Percent In 10-mile pace speed 78% 76% 75% Collision Analysis for recent 36 months
Total number of collisions 7 I
Total collision rate per MVMT 2.51
Average crash rate forthls hwy classification(per MVMT)* 1.07 Is collision rate abnormally high? Y
Other Special Conditions
Crosswalks Y
Residential area or direct residential access with pedestrian activity Y Commercial area pedestrian activity/access N •
On-street parking with potential traffic conflicts Y Consistency with adjacent roadway segment speeds N l i
Roadway alignment,horizontal,or vertical curves,etc. V Vicinity to school or other activity area N
Other(Lack of Sidewalks,Open drainage,etc.) I Recommended speed limit(mph) 30 30 30
Conditions not readily apparent to driver v • *Source:2020 Crash Data on California State Highways-Celtrans 01 e>-,..„^ i t,
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of Upt
..ado 2024 Citywide Engineering and Traffic Speed Surveys City of Upland
c.RtiFna�
APPENDIX B — Radar Speed Surveys
Decembeisage4150 of 705

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: 2nd Avenue 55 0 0 55 0
54 o 0 54 0
53 0 0 53 0 Between: Foothill Boulevard-7th Street 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date: 12/7/22
46 0 0 46 0
as o 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 10:35
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 11:20
3s o 0 39 0
3s o 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH 3s o 0 36 0
3s o 0 35 0
34 0 1 34 X 1
33 0 1 33 X 1
32 0 2 32 XX 2
31 0 1 31 X 1 Northbound Southbound Combined Statistics 30 1 0 30 X 1 %Over Pace: 2% 10% 6% 29 5 3 29 XXXXX XXX 8 *
28 4 3 28 XX XX XXX 7 * %In Pace: 92% 90% 91% 27 6 8 27 XXXXXX XXXXXXXX 14 *
26 5 7 26 XXXXX X XX XX XX 12 P %Under Pace: 6% 0% 3% 25 7 12 25 XXXXXXX XXXXXXXXXXXX 19 A
24 4 5 24 XX XX X XX XX 9 C Average Speed: 25 MPH 26 MPH 25 _MPH 23 6 3 23 XXXXXX XXX 9 E
22 2 I 22 XX X 3 * Pace Speed: 20 - 29 MPH 20 - 29 MPH 20 - 29 MPH 21 4 2 21 XX XX XX 6 *
20 3 1 20 XXX X 4 *
1s 1 0 19 X 1 15th Percentile/Critical Speed: 21 MPH 24 MPH 22 MPH 18 1 0 18 X 1
17 1 0 17 X 1 50th Percentile/Critical Speed: 25 MPH 26 MPH 25 MPH 16 0 0 16 0
1s o 0 15 0 85th Percentile/Critical Speed: 28 MPH 29 MPH 28 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
n 0 0 11 0
o o 0 10 0 Counts Unlimited,Inc. 9 ' 0 ' 0 9 0 (' , 4,
s o 0 8 o PO Box 1178
7 0 0 7 0
s 0 0 6 0 ,.,_ Corona,CA 92880 5 0 0 5 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 151 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 7th Street 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Benson Avenue-Mountain Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 o 0 58 0
57 0 0 57 0 Date: 11/9/22
56 0 0 56 0
ss 0 0 55 0
54 0 0 54 0 Time
53 1 0 53 X 1 From: 9:55
52 0 0 52 0
51 0 0 51 0 Time
so 1 1 50 X X 2 To: 10:15 49 2 3 49 X X X X X 5
48 2 I 48 X X X 3 Existing 47 4 2 47 XXXX X X 6 * Speed Limit: 40 MPH 46 3 1 46 XXX X 4
as 4 1 45 XXXX X 5
44 2 2 44 X X X X 4 P
43 1 5 43 X XXXXX 6 A
42 3 6 42 XXX XXXXXX 9 C
41 9 4 41 XXXXXXXXX XXXX 13 E Eastbound Westbound Combined Statistics ao 2 s 40 X X XXXXX 7 %Over Pace: 8% 22% 11% 39 4 6 39 XXXX XXXXXX 10
38 2 2 38 X X X X 4 * %In Pace: 68% 72% 68% 37 4 2 37 XXXX XX 6
3s 1 I 36 X X 2 %Under Pace: 24% _ 6% 21% 3s 0 0 35 0
34 2 5 34 X X XXXXX 7 Average Speed: 42 MPH 41 MPH 41 MPH 33 2 1 33 X X X 3
32 1 0 32 X 1 Pace Speed: 39 - 48 MPH 34 - 43 MPH 38 - 47 MPH 31 0 1 31 X 1
30 0 1 30 X 1
29 0 0 29 0 15th Percentile I Critical Speed: 37 MPH 34 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile I Critical Speed: 41 MPH 41 MPH 41 MPH 26 0 0 26 0
25 o 0 25 0 85th Percentile I Critical Speed: 47 MPH 46 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 '
zo o 0 20 o Counts Unlimited,Inc. 19 0 0 19 0
s ' o 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 .ter,001,:'425.45, a Corona,CA 92880 1s 0 0 15 0 '
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 152 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 7th Street 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Harrington Avenue-Grove Avenue 52 0 0 52 0
51 0 0 51 0
so 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date: 11/15/22
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9.00
42 0 0 42 0
41 0 1 41 X 1 Time
40 1 0 40 X 1 To: 9:20
3s o 1 39 X 1
38 1 1 38 X X 2 Existing 37 1 2 37 X X X 3 Speed Limit: 30 MPH 3s 1 1 36 X X 2
35 3 2 35 XXX XX 5 *
34 6 8 34 XXXXXX XXXXXXXX 14 *
33 4 3 33 XXXX XXX 7 *
32 3 5 32 XXX XXXXX 8 P
3i 9 7 31 XXXXXXXXX XXXXXXX 16 A Eastbound Westbound Combined Statistics 30 3 6 30 XXX XXXXXX 9 C %Over Pace: 14% 6% 10% 29 6 7 29 XXXXXX XXXXXXX 13 E
28 1 2 28 X X X 3 * %In Pace: 84% 86% 84% 27 4 2 27 X X X X X X 6 *
26 2 I 26 X X X 3 * %Under Pace: 2% 8% 6% 25 4 i 25 XXXX X 5
24 0 0 24 0 Average Speed: 31 MPH 32 MPH 31 MPH 23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 25 - 34 MPH 28 - 37 MPH 26 - 35 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile/Critical Speed: 27 MPH 29 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 31 MPH 31 MPH 31 MPH 16 0 0 16 0
1s o 0 15 0 85th Percentile/Critical Speed: 34 MPH 35 MPH 34 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
11 o 0 11 0 - '' -
o o 0 10 o Counts Unlimited,Inc. s 0 0 9 0 `' `rii�
8 o 0 8 o PO Box 1178
7 0 0 7 0
6 0 0 6 0 ;, - Corona,CA 92880 5 o 0 5 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 153 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 8th Street ss o 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Benson Avenue-San Antonio Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 11/9/22
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:20
52 1 1 52 X X 2
51 0 0 51 0 Time
so 0 0 50 0 To: 10:40
49 1 3 49 X XXX 4
48 1 0 48 X 1 Existing
47 5 4 47 XXXXX XXXX 9 * Speed Limit: 40 MPH 46 4 6 46 XXXX XXXXXX 10 *
45 3 6 45 XXX XXXXXX 9 *
44 3 6 44 XXX XXXXXX 9 P
43 4 3 43 XXXX XXX 7 A
42 4 3 42 XXXX XXX 7 C
41 5 5 41 XXXXX XXXXX 10 E Eastbound Westbound Combined Statistics 40 3 2 40 X X X X X 5 * %Over Pace: 6% 8% 7% 39 6 1 39 XXXXXX X 7 *
38 3 3 38 X X X X X X 6 " %In Pace: 80% 78% 79% 37 2 2 37 X X X X 4
36 2 I 36 X X X 3 %Under Pace: 14% 14% 14% 3s 1 1 35 X X 2
34 0 2 34 X X 2 Average Speed: 42 MPH 43 MPH 42 MPH 33 0 0 33 0
32 2 0 32 X X 2 Pace Speed: 38 - 47 MPH 38 - 47 MPH 38 - 47 MPH 31 0 1 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile I Critical Speed: 38 MPH 38 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile I Critical Speed: 42 MPH 44 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile I Critical Speed: 47 MPH 47 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0
Counts Unlimited,Inc.
20 0 0 20 0
19 0 0 19 0 ititfiriPO Box 1178 18 0 0 18 0 r i,li
17 0 0 17 0
16 0 0 16 0 c0.0"42s1'a a Corona,CA 92880 1s o 0 15 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 154 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 8th Street 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: San Antonio Avenue-Grove Avenue 52 0 0 52 0
51 0 0 51 0
so 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date: 11/10/22
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 3:40
42 0 0 42 0
41 0 1 41 X 1 Time
40 0 0 40 0 To: 4:00
3s 1 1 39 X X 2
38 3 0 38 X X X 3 Existing
37 2 5 37 X X XXXXX 7 * Speed Limit: 35 MPH 36 1 4 36 X XXXX 5 *
35 12 8 35 XXXXXXXXXXXX XXXXXXXX 20 *
34 6 3 34 XXXXXX XXX 9 P
33 4 5 33 XXXX XXXXX 9 A
32 4 7 32 XXXX XXXXXXX 11 C
31 6 4 31 XXXXXX XXXX 10 E Eastbound Westbound Combined Statistics 30 4 5 30 XXXX XXXXX 9 * %Over Pace: 2% 4% 6% 29 2 4 29 X X XXXX 6 *
28 3 3 28 X X X X X X 6 * %In Pace: 88% 96% 92% 27 1 0 27 X 1
26 1 0 26 X 1 %Under Pace: 10% 0% 2% zs 0 0 25 0
24 0 0 24 0 Average Speed: 33 MPH 33 MPH 33 MPH 23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38 MPH 28 - 37 MPH 28 - 37 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile/Critical Speed: 30 MPH 30 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 33 MPH 33 MPH 33 MPH 16 0 0 16 0
1s o 0 15 0 85th Percentile/Critical Speed: 35 MPH 36 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
11 o 0 11 0 Jl
10 o 0 10 o Counts Unlimited,Inc. s 0 0 9 0 r .-jk
8 o 0 8 o PO Box 1178
7 o 0 7 0
6 o 0 6 0 *- c Corona,CA 92880 5 o 0 5 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 155 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 9th Street 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Central Avenue-Euclid Avenue 52 0 0 52 0
51 0 0 51 0
so 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date: 11/9/22
46 0 0 46 0
45 0 I 45 X 1
44 0 0 44 0 Time
43 0 2 43 X X 2 From: 10:45 42 1 0 42 X 1
41 1 0 41 X 1 Time
40 2 I 40 X X X 3 To: 11:05 39 3 2 39 XXX XX 5 *
38 5 I 38 XXXXX X 6 * Existing 37 4 2 37 XXXX X X 6 * Speed Limit: 35 MPH 36 5 6 36 XXXXX XXXXXX 11 P
35 2 4 35 XX XXXX 6 A
34 2 7 34 XX XXXXXXX 9 C
33 2 5 33 XX XXXXX 7 E
32 7 5 32 XXXXXXX XXXXX 12 *
31 5 6 31 XXXXX XXXXXX 11 * Eastbound Westbound Combined Statistics 30 1 3 30 X X X X 4 * %Over Pace: 4% 14% 8% 29 1 2 29 X X X 3
28 3 2 28 X X X X X 5 %In Pace: 74% 84% 77% 27 0 0 27 0
26 3 I 26 X X X X 4 %Under Pace: 22% 2% 15% 25 1 0 25 X 1
24 2 0 24 X X 2 Average Speed: 34 MPH 34 MPH 34 MPH 23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40 MPH 28 - 37 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile/Critical Speed: 28 MPH 30 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 34 MPH 34 MPH 34 MPH 16 0 0 16 0
1s o 0 15 0 85th Percentile/Critical Speed: 38 MPH 37 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
n o 0 11 0 Jl
10 o 0 10 o Counts Unlimited,Inc. s o 0 8 o PO Box 1178
7 0 0 7 0
6 0 0 6 0 *- c Corona,CA 92880 5 o 0 5 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 156 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 9th Street 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Euclid Avenue-Grove Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 o 0 58 0
57 0 0 57 0 Date: 11/10/22
56 0 0 56 0
ss o 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 3.20
52 0 0 52 0
51 0 0 51 0 Time
so o 0 50 0 To: 3:40
49 o 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 35 MPH 46 1 0 46 X 1
45 1 0 45 X 1
44 1 1 44 X X 2
43 2 1 43 X X X 3
42 1 2 42 X X X 3
41 4 1 41 XXXX X 5 Eastbound Westbound Combined Statistics 40 0 2 40 X X 2 %Over Pace: 12% 10% 17% 39 5 3 39 XXXXX XXX 8 *
38 5 2 38 X X X X X X X 7 * %In Pace: 78% 78% 75% 37 4 3 37 XXXX XXX 7 *
36 8 4 36 XX XX XX XX XXXX 12 P %Under Pace: 10% 12% 8% 35 2 5 35 XX XXXXX 7 A
34 5 4 34 XXXXX XXXX 9 C Average Speed: 37 MPH 35 MPH 36 MPH 33 1 3 33 X XXX 4 E
32 5 8 32 X X X X X X X X X X X X X 13 * Pace Speed: 32 - 41 MPH 31 - 40 MPH 30 - 39 MPH 31 0 5 31 XXXXX 5 *
3o 2 1 30 X X X 3 *
29 1 2 29 X X X 3 15th Percentile/Critical Speed: 32 MPH 31 MPH 31 MPH 28 1 1 28 X X 2
27 1 0 27 X 1 50th Percentile/Critical Speed: 36 MPH 34 MPH 36 MPH 26 0 0 26 0
25 o 0 25 0 85th Percentile/Critical Speed: 41 MPH 39 MPH 40 MPH 24 0 2 24 X X 2
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 - -
zo o 0 20 0 Counts Unlimited,Inc. 19 0 0 19 0 (' , ,
s o 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 ''. Corona,CA 92880 1s 0 0 15 0 ,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 157 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 1 1 th Street 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Benson Avenue-Hospital Parkway 52 0 0 52 0
51 0 0 51 0
so 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date: 11/9/22
46 0 0 46 0
45 0 0 45 0
44 0 2 44 X X 2 Time
43 0 0 43 0 From: 11:25
42 0 0 42 0
41 0 2 41 X X 2 Time
40 0 0 40 0 To: 11:45
39 i o 39 X 1
38 o 0 38 0 Existing
37 1 4 37 X XXXX 5 Speed Limit: 35 MPH 3s 1 1 36 X X 2
35 4 2 35 XXXX XX 6 *
34 1 7 34 X XXXXXXX 8 *
33 3 5 33 XXX XXXXX 8 *
32 6 2 32 XXXXXX XX 8 P
31 7 7 31 XXXXXXX XXXXXXX 14 A Eastbound Westbound Combined Statistics 30 4 6 30 XXXX XXXXXX 10 c %Over Pace: 6% 8% 12% 29 8 4 29 XXXXXXXX XXXX 12 E
28 2 3 28 X X XXX 5 * %In Pace: 82% 82% 81% 27 3 2 27 XXX X X 5 *
26 3 2 26 X X X X X 5 * %Under Pace: 12% 10% 7% 25 2 I 25 X X X 3
24 2 0 24 X X 2 Average Speed: 30 MPH 32 MPH 31 MPH 23 2 0 23 X X 2
22 0 0 22 0 Pace Speed: 26 - 35 MPH 28 - 37 MPH 26 - 35 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile/Critical Speed: 26 MPH 28 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 30 MPH 31 MPH 31 MPH 16 0 0 16 0
1s o 0 15 0 85th Percentile/Critical Speed: 34 MPH 37 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
n o 0 11 0
o o 0 10 0 Counts Unlimited,Inc. s ' 0 0 8 0 (. I PO Box 1178 7 0 0 7 0
s 0 0 6 0 :. Corona,CA 92880 5 o 0 5 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 158 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 1 1 th Street 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Dewey Way-Benson Avenue 52 0 0 52 0
51 0 0 51 0
so 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date: 11/9/22
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 I 43 X 1 From: 9:00 42 1 1 42 X X 2
41 1 I 41 X X 2 Time
40 1 4 40 X XXXX 5 * To: 9:25 3s o 5 39 XXXXX 5 *
38 7 2 38 XXXXXXX X X 9 * Existing 37 1 I 37 X X 2 P Speed Limit: 35 MPH 36 4 9 36 XXXX XXXXXXXXX 13 A
35 5 4 35 XXXXX XXXX 9 C
34 4 3 34 XXXX XXX 7 E
33 2 4 33 XX XXXX 6 *
32 7 1 32 XXXXXXX X 8 *
31 5 8 31 XXXXX XXXXXXXX 13 * Eastbound Westbound Combined Statistics 30 1 3 30 X X X X 4 %Over Pace: 6% 6% 5% 29 2 2 29 X X X X 4
28 4 I 28 XXXX X 5 %In Pace: 76% 82% 77% 27 2 0 27 X X 2
26 2 0 26 X X 2 %Under Pace: 18% 12% 18% zs o 0 25 0 1
24 1 0 24 X 1 Average Speed: 33 MPH 35 MPH 34 MPH 23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38 MPH 31 - 40 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile/Critical Speed: 28 MPH 31 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 33 MPH 35 MPH 34 MPH 16 0 0 16 0
1s o 0 15 0 85th Percentile/Critical Speed: 38 MPH 39 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
n o 0 11 0 Jl
10 o 0 10 o Counts Unlimited,Inc. s o 0 8 o PO Box 1178
7 0 0 7 0
6 0 0 6 0 *- c Corona,CA 92880 5 o 0 5 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 159 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 13th Street 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Benson Avenue-Campus Avenue 52 0 0 52 0
51 0 0 51 0
so 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date: 11/9/22
46 0 0 46 0
45 0 0 45 0
44 1 0 44 X 1 Time
43 1 0 43 X 1 From: 12:00 42 1 2 42 X X X 3
41 2 0 41 X X 2 Time
40 2 I 40 X X X 3 To: 12:45 39 4 4 39 XXXX XXXX 8 *
38 0 I 38 X 1 * Existing
37 3 5 37 X X X XXXXX 8 * Speed Limit: 35 MPH 36 2 4 36 XX XXXX 6 P
35 2 2 35 X X X X 4 A
34 9 6 34 XXXXXXXXX XXXXXX 15 C
33 1 5 33 X XXXXX 6 E
32 2 3 32 XX XXX 5 *
31 7 4 31 XXXXXXX XXXX 11 * Eastbound Westbound Combined Statistics 30 4 4 30 XXXX XXXX 8 * %Over Pace: 22% 6% 10% 29 2 1 29 X X X 3
28 4 0 28 XXXX 4 %In Pace: 72% 76% 72% 27 3 3 27 XXX XXX 6
26 0 0 26 0 %Under Pace: 6% 18% 18% 25 0 2 25 X X 2
24 o I 24 X 1 Average Speed: 34 MPH 33 MPH 33 MPH 23 0 0 23 0
22 0 2 22 X X 2 Pace Speed: 28 - 37 MPH 30 - 39 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile/Critical Speed: 29 MPH 27 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 34 MPH 33 MPH 34 MPH 16 0 0 16 0
1s o 0 15 0 85th Percentile/Critical Speed: 39 MPH 38 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
n o 0 11 0 Jl
10 o 0 10 o Counts Unlimited,Inc. 8 o 0 8 o PO Box 1178
7 0 0 7 0
6 0 0 6 0 *- c Corona,CA 92880 5 o 0 5 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 160 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 14th Street 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Fairwood Way-Campus Avenue 52 0 0 52 0
51 0 0 51 0
so 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date: 11/9/22
46 0 0 46 0
45 3 2 45 X X X X X 5
44 0 0 44 0 Time
43 1 3 43 X X X X 4 From: 12:45 42 0 2 42 X X 2
41 3 I 41 X X X X 4 Time
40 1 2 40 X X X 3 To: 1:20 39 3 2 39 XXX XX 5
38 6 5 38 XXXXXX XXXXX 11 * Existing 37 4 4 37 XXXX XXXX 8 * Speed Limit: 35 MPH 36 3 4 36 XXX XXXX 7 *
35 4 7 35 XXXX XXXXXXX 11 P
34 7 4 34 XXXXXXX XXXX 11 A
33 3 3 33 XXX XXX 6 C
32 5 3 32 XXXXX XXX 8 E
31 1 I 31 X X 2 * Eastbound Westbound Combined Statistics 30 1 3 30 X X X X 4 * %Over Pace: 8% 24% 23% 29 3 4 29 X X X XXXX 7 *
28 0 0 28 0 %In Pace: 78% 76% 75% 27 2 0 27 X X 2
26 0 0 26 0 %Under Pace: 14% 0% 2% zs 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 36 MPH 36 MPH 23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41 MPH 29 - 38 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile/Critical Speed: 32 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 35 MPH 35 MPH 35 MPH 16 0 0 16 0
1s o 0 15 0 85th Percentile/Critical Speed: 40 MPH 41 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
11 o 0 11 0 ;t' -
10 o 0 10 o Counts Unlimited,Inc. 9 0 0 9 0 ';'� ;
8 o 0 8 o PO Box 1178
7 0 0 7 0
6 0 0 6 0 ::- 'c. Corona,CA 92880 5 o 0 5 0 *,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 161 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 14th Street 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Limits: E/Campus Avenue 52 0 0 52 0
si o 0 51 0
so 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 1 47 X 1 Date: 3/21/24 46 0 1 46 X 1
45 0 I 45 X 1
44 o 1 44 X 1 Time
43 1 2 43 X X X 3 From: 9:55 42 1 1 42 X X 2
41 2 3 41 X X X X X 5 Time
ao 4 5 40 XXXX XXXXX 9 * To: 10:30 39 4 3 39 XXXX XXX 7 *
38 3 4 38 X X X XXXX 7 * Existing
37 6 7 37 XXXXXX XXXXXXX 13 P Speed Limit: 35 MPH 36 7 3 36 XXXXXXX XXX 10 A
35 6 2 35 XXXXXX XX 8 C
34 3 5 34 XXX XXXXX 8 E
33 2 2 33 X X X X 4 *
32 3 4 32 XXX XXXX 7 *
31 4 2 31 XXXX X X 6 * Eastbound Westbound Combined Statistics 30 0 0 30 0 %Over Pace: 8% 14% 14% 29 1 0 29 X 1
28 1 I 28 X X 2 %In Pace: 84% 76% 79% 27 2 I 27 X X X 3
26 0 I 26 X 1 %Under Pace: 8% 10% 7% 25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 37 MPH 36 MPH 23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40 MPH 32 - 41 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile/Critical Speed: 31 MPH 32 MPH 32 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 36 MPH 37 MPH 36 MPH 16 0 0 16 0
15 o 0 15 0 85th Percentile/Critical Speed: 40 MPH 41 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
n o 0 11 0
o o 0 10 0 Counts Unlimited,Inc. 9 ' 0 ' 0 9 0 (' ,1 ;1
8 o 0 8 o PO Box 1178
7 0 0 7 0
6 0 0 6 0 ,.,_ Corona,CA 92880 5 o 0 5 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 162 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 15th Street 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Benson Avenue-Euclid Avenue 52 0 0 52 0
51 0 0 51 0
so 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date: 11/9/22
46 2 0 46 X X 2
45 2 0 45 X X 2
44 0 0 44 0 Time
43 1 I 43 X X 2 From: 1:25 42 3 0 42 XXX 3 *
41 4 3 41 XXXX XXX 7 * Time
40 3 6 40 XXX XXXXXX 9 * To: 2:00 39 3 4 39 XXX XXXX 7 P
38 8 3 38 XXXXXXXX XXX 11 A Existing 37 2 6 37 X X XXXXXX 8 C Speed Limit: 35 MPH 36 5 2 36 XXXXX XX 7 E
35 6 6 35 XXXXXX XXXXXX 12 *
34 2 4 34 XX XXXX 6 *
33 1 5 33 X XXXXX 6 *
32 1 2 32 X X X 3
31 2 4 31 X X XXXX 6 Eastbound Westbound Combined Statistics 30 3 4 30 X X X XXXX 7 %Over Pace: 8% 8% 6% 29 0 0 29 0
28 1 0 28 X 1 %In Pace: 74% 84% 76% 27 1 0 27 X 1
26 0 0 26 0 %Under Pace: 18% 8% 18% zs o 0 25 0
24 0 0 24 0 Average Speed: 37 MPH 36 MPH 36 MPH 23 0 0 23 0
22 0 0 22 0 Pace Speed: 34 - 43 MPH 31 - 40 MPH 33 - 42 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile/Critical Speed: 32 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 38 MPH 35 MPH 37 MPH 16 0 0 16 0
1s o 0 15 0 85th Percentile/Critical Speed: 42 MPH 40 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
11 o 0 11 0 - . ;t' -
10 o 0 10 o Counts Unlimited,Inc. 9 0 0 9 0 ';'� ;
8 o 0 8 o PO Box 1178
7 0 0 7 0
6 0 0 6 0 ::- 'c. Corona,CA 92880 5 o 0 5 0 *,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 163 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 15th Street 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Euclid Avenue-Grove Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 11/10/22
56 0 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 1.40
52 0 0 52 0
51 0 0 51 0 Time
so o 0 50 0 To: 2:20
49 0 1 49 X 1
48 0 1 48 X 1 Existing
47 0 I 47 X 1 Speed Limit: 35 MPH 46 1 0 46 X 1
45 1 1 45 X X 2
44 1 3 44 X XXX 4
43 3 2 43 XXX XX 5
42 1 4 42 X XXXX 5
41 2 4 41 X X XXXX 6 * Eastbound Westbound Combined Statistics 40 1 2 40 X X X 3 * %Over Pace: 20% 8% 20% 39 4 2 39 XXXX XX 6 *
38 1 8 38 X XXXXXXXX 9 P %In Pace: 76% 70% 67% 37 4 2 37 XXXX XX 6 A
36 5 4 36 XXXXX XXXX 9 C %Under Pace: 4% 22% 13% 35 3 4 35 XXX XXXX 7 E
34 5 2 34 XXXXX X X 7 * Average Speed: 36 MPH 38 MPH 37 MPH 33 1 2 33 X X X 3 *
32 8 3 32 XXXXXXXX XXX 11 * Pace Speed: 30 - 39 MPH 35 - 44 MPH 32 - 41 MPH 31 4 1 31 XXXX X 5
30 3 1 30 XXX X 4
29 1 1 29 X X 2 15th Percentile/Critical Speed: 31 MPH 33 MPH 32 MPH 28 1 1 28 X X 2
27 0 0 27 0 50th Percentile/Critical Speed: 35 MPH 38 MPH 36 MPH 26 0 0 26 0
25 o 0 25 0 85th Percentile/Critical Speed: 41 MPH 43 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 t' -
20 0 0 20 o Counts Unlimited,Inc. 19 0 0 19 0 ''� ,
s o 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 ::- 'c. Corona,CA 92880 1s 0 0 15 0 *,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 164 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 16th Street 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Euclid Avenue-Tancilewood Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 11/10/22
56 0 0 56 0
55 0 1 55 X 1
54 0 0 54 0 Time
53 0 0 53 0 From: 1.20
52 1 1 52 X X 2
51 2 0 51 X X 2 Time
50 0 2 50 X X 2 To: 1:40 49 0 3 49 XXX 3
48 1 2 48 X X X 3 Existing 47 4 3 47 XXXX X X X 7 * Speed Limit: 45 MPH 46 4 5 46 XXXX XXXXX 9
45 4 3 45 XXXX XXX 7
44 6 4 44 XXXXXX XXXX 10 P
43 3 5 43 XXX XXXXX 8 A
42 2 4 42 XX XXXX 6 C
41 7 6 41 XXXXXXX XXXXXX 13 E Eastbound Westbound Combined Statistics 40 4 3 40 XXXX X X X 7 %Over Pace: 8% 8% 13% 39 4 1 39 XXXX X 5
38 2 3 38 X X X X X 5 * %In Pace: 80% 76% 77% 37 2 0 37 X X 2
36 0 1 36 X 1 %Under Pace: 12% 16% 10% 35 3 0 35 XXX 3
34 0 I 34 X 1 Average Speed: 42 MPH 43 MPH 43 MPH 33 1 1 33 X X 2
32 0 1 32 X 1 Pace Speed: 38 - 47 MPH 40 - 49 MPH 38 - 47 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile I Critical Speed: 38 MPH 39 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile I Critical Speed: 42 MPH 43 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile I Critical Speed: 47 MPH 48 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0
Counts Unlimited,Inc.
20 0 0 20 0
19 0 0 19 0 ititfiriPO Box 1178 18 0 0 18 0 r i,,lid
17 0 0 17 0
16 0 0 16 0 00,- 42s1.a a Corona,CA 92880 1s 0 0 15 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 165 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 16th Street 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: State Route 210-Euclid Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 11/9/22
56 o 0 56 0
ss o 0 55 0
54 o 0 54 0 Time
53 0 1 53 X 1 From: 2:00 52 1 1 52 X X 2
51 1 1 51 X X 2 Time
5o 1 0 50 X 1 To: 2:20
49 2 3 49 X X X X X 5
48 6 3 48 XXXXXX X X X 9 * Existing 47 2 6 47 X X XXXXXX 8 * Speed Limit: 45 MPH 46 8 4 46 XXXXXXXX XXXX 12 P
45 5 4 45 XXXXX XXXX 9 A
44 2 8 44 XX XXXXXXXX 10 C
43 7 4 43 XXXXXXX XXXX 11 E
42 3 4 42 X X X XXXX 7
41 3 3 41 X X X X X X 6 Eastbound Westbound Combined Statistics 40 3 2 40 X X X X X 5 * %Over Pace: 6% 6% 6% 39 2 1 39 X X X 3
38 1 3 38 X X X X 4 %In Pace: 82% 82% 82% 37 1 1 37 X X 2
3s 1 0 36 X 1 %Under Pace: 12% 12% 12% 3s o 1 35 X 1
34 1 0 34 X 1 Average Speed: 44 MPH 44 MPH 44 MPH 33 0 0 33 0
32 0 0 32 0 Pace Speed: 40 - 49 MPH 40 - 49 MPH 40 - 49 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile I Critical Speed: 40 MPH 40 MPH 40 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile I Critical Speed: 45 MPH 44 MPH 44 MPH 26 0 0 26 0
zs o 0 25 0 85th Percentile I Critical Speed: 48 MPH 48 MPH 48 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0
20 0 0 20 o Counts Unlimited,Inc. 19 0 0 19 0
18 0 0 18 0 ,, ? PO Box 1178 17 0 0 17 0 "^
16 0 0 16 0 ,- 'dm'e,,,t,..., Corona,CA 92880 1s 0 0 15 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 166 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 17th Street 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Mountain Avenue-Campus Avenue 52 0 0 52 0
51 0 0 51 0
so 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date: 11/9/22
46 0 1 46 X 1
45 2 1 45 X X X 3
44 0 0 44 0 Time
43 2 I 43 X X X 3 From: 2:20 42 3 2 42 X X X X X 5
41 2 3 41 X X XXX 5 * Time
40 1 3 40 X X X X 4 * To: 2:55 39 5 4 39 XXXXX XXXX 9 *
38 3 5 38 X X X XXXXX 8 P Existing 37 2 5 37 X X XXXXX 7 A Speed Limit: 35 MPH 36 6 5 36 XXXXXX XXXXX 11 C
35 5 3 35 XXXXX XXX 8 E
34 4 6 34 XXXX XXXXXX 10 *
33 3 0 33 XXX 3 *
32 4 3 32 XXXX XXX 7 *
31 1 3 31 X X X X 4 Eastbound Westbound Combined Statistics 30 1 0 30 X 1 %Over Pace: 14% 4% 12% 29 2 3 29 X X XXX 5
28 3 2 28 X X X X X 5 %In Pace: 70% 74% 72% 27 0 0 27 0
26 1 0 26 X 1 %Under Pace: 16% 22% 16% zs 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 36 MPH 36 MPH 23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41 MPH 34 - 43 MPH 32 - 41 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile/Critical Speed: 31 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 36 MPH 36 MPH 36 MPH 16 0 0 16 0
1s o 0 15 0 85th Percentile/Critical Speed: 41 MPH 41 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
n o 0 11 0
o o 0 10 0 Counts Unlimited,Inc. 9 ' 0 0 9 0 (' ,,1 ;1
8 o 0 8 o PO Box 1178
7 0 0 7 0
6 0 0 6 0 "��` Corona,CA 92880 5 o 0 5 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 167 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 18th Street 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Benson Avenue-Sunnybrook Avenue 52 0 0 52 0
51 0 0 51 0
so 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date: 11/9/22
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 3:00
42 0 0 42 0
41 0 0 41 0 Time
ao 2 0 40 X X 2 To: 3:40
39 0 2 39 X X 2
3a 1 0 38 X 1 Existing
37 3 1 37 X X X X 4 * Speed Limit: 35 MPH 36 3 1 36 XXX X 4 *
3s 5 5 35 XXXXX XXXXX 10 *
34 5 3 34 XXXXX XXX 8 P
33 5 5 33 XXXXX XXXXX 10 A
32 6 9 32 XXXXXX XXXXXXXXX 15 C
31 7 4 31 XXXXXXX XXXX 11 E Eastbound Westbound Combined Statistics 30 2 2 30 X X X X 4 * %Over Pace: 6% 8% 5% 29 1 9 29 X XXXXXXXXX 10 *
28 5 5 28 XXXXX XXXXX 10 * %In Pace: 84% 90% 86% 27 1 0 27 X 1
26 2 3 26 X X X X X 5 %Under Pace: 10% 2% 9% 25 2 0 25 X X 2
24 0 I 24 X 1 Average Speed: 32 _MPH 31 MPH 32 MPH 23 0 0 23 0
22 0 0 22 0 Pace Speed: 28 - 37 MPH 26 - 35 MPH 28 - 37 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile/Critical Speed: 28 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 32 MPH 32 MPH 32 MPH 16 0 0 16 0
1s o 0 15 0 85th Percentile/Critical Speed: 36 MPH 35 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
11 o 0 11 0 ;t' -
10 o 0 10 o Counts Unlimited,Inc. 9 ' 0 ' 0 9 0 ';'� ;
s o 0 8 o PO Box 1178
7 0 0 7 0
6 0 0 6 0 ::- 'c. Corona,CA 92880 5 o 0 5 0 *,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 168 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 19th Street 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Campus Avenue-Cucamunga Creek Trail 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 11/10/22
56 0 0 56 0
ss o 0 55 0
54 0 0 54 0 Time
53 0 I 53 X 1 From: 12:20 52 0 1 52 X 1
51 0 0 51 0 Time
so 1 1 50 X X 2 To: 12:40 49 2 1 49 X X X 3
48 3 2 48 X X X X X 5 Existing 47 1 3 47 X X X X 4 Speed Limit: 35 MPH 46 2 5 46 XX XXXXX 7 *
45 4 4 45 XXXX XXXX 8 *
44 s s 44 XXXXX XXXXX 10 *
43 3 3 43 XXX XXX 6 P
42 6 7 42 XXXXXX XXXXXXX 13 A
41 5 3 41 XXXXX X X X 8 C Eastbound Westbound Combined Statistics 40 3 4 40 X X X XXXX 7 E %Over Pace: 18% 12% 16% 39 4 3 39 XXXX XXX 7 *
38 3 3 38 X X X X X X 6 * %In Pace: 82% 80% 77% 37 3 2 37 XXX XX 5 *
36 5 I 36 XXXXX X 6 %Under Pace: 0% 8% 7% 3s o I 35 X 1
34 0 0 34 0 Average Speed: 42 MPH 43 MPH 43 MPH 33 0 0 33 0
32 0 0 32 0 Pace Speed: 36 - 45 MPH 38 - 47 MPH 37 - 46 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile I Critical Speed: 37 MPH 39 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile I Critical Speed: 42 MPH 43 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile I Critical Speed: 46 MPH 47 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 ,-,, Radar Survey Conducted By:
21 0 0 21 0
zo o 0 20 0
Counts Unlimited,Inc.
19 0 0 19 0
18 0 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 ,c. 'c1' a Corona,CA 92880 15 0 0 15 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 169 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 19th Street 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Euclid Avenue-Campus Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 o 0 58 0
57 0 0 57 0 Date: 11/10/22
56 0 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 11:50
52 0 0 52 0
51 0 0 51 0 Time
so 0 0 50 0 To: 12:15
49 0 0 49 0
48 1 0 48 X 1 Existing
47 1 0 47 X 1 Speed Limit: 35 MPH 46 0 0 46 0
45 1 1 45 X X 2
44 2 1 44 X X X 3
43 0 2 43 X X 2
42 4 2 42 XXXX XX 6 *
41 a 5 41 XXXX XXXXX 9 * Eastbound Westbound Combined Statistics 40 5 a 40 XXXXX XXXX 9 * %Over Pace: 10% 8% 9% 39 5 7 39 XXXXX XXXXXXX 12 P
38 5 s 38 XXXXX XXXXX 10 A %In Pace: 88% 88% 88% 37 6 5 37 XXXXXX XXXXX 11 C
36 7 6 36 XXXXXXX XXXXXX 13 E %Under Pace: 2% 4% 3% 35 4 5 35 XXXX XXXXX 9 *
34 3 1 34 X X X X 4 * Average Speed: 39 MPH 38 _MPH 38 MPH 33 1 4 33 X XXXX 5 *
32 1 0 32 X 1 Pace Speed: 33 - 42 MPH 33 - 42 MPH 33 - 42 MPH 31 0 1 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile/Critical Speed: 35 MPH 35 MPH 35 MPH 28 0 1 28 X 1
27 0 0 27 0 50th Percentile/Critical Speed: 38 MPH 38 MPH 38 MPH 26 0 0 26 0
zs o 0 25 0 85th Percentile/Critical Speed: 42 MPH 41 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 - . ;t' -
20 0 0 20 o Counts Unlimited,Inc. 19 0 0 19 0 ''� ,
s o 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 ::- 'c. Corona,CA 92880 1s 0 0 15 0 *,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 170 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 19th Street 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Mountain Avenue-Euclid Avenue sz o 0 52 0
51 0 0 51 0
so 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date: 11/16/22
46 0 0 46 0
45 0 0 45 0
44 o 1 44 X 1 Time
43 1 0 43 X 1 From: 9.00
42 1 1 42 X X 2
41 1 I 41 X X 2 * Time
40 3 3 40 X X X X X X 6 * To: 9:30 39 4 4 39 XXXX XXXX 8 *
38 4 4 38 XXXX XXXX 8 P Existing
37 3 4 37 X X X XXXX 7 A Speed Limit: 35 MPH 36 7 7 36 XXXXXXX XXXXXXX 14 C
3s 8 7 35 XXXXXXXX XXXXXXX 15 E
34 5 8 34 XXXXX XXXXXXXX 13 *
33 3 6 33 XXX XXXXXX 9
32 8 3 32 XXXXXXXX XXX 11 *
31 1 1 31 X X 2 Eastbound Westbound Combined Statistics 30 1 0 30 X 1 %Over Pace: 4% 4% 4% 29 0 0 29 0
28 0 0 28 0 %In Pace: 92% 94% 93% 27 0 0 27 0
26 0 0 26 0 %Under Pace: 4% 2% 3% 2s o 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 36 MPH 36 MPH 23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41 MPH 32 - 41 MPH 32 - 41 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile/Critical Speed: 32 MPH 33 MPH 33 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 35 MPH 35 MPH 35 MPH 16 0 0 16 0
1s o 0 15 0 85th Percentile/Critical Speed: 39 MPH 39 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
11 o 0 11 0 ,t'
o o 0 10 o Counts Unlimited,Inc. 8 o 0 8 0 �, . .-1, PO Box 1178 7 0 0 7 0
6 0 0 6 0 ,:`_ Corona,CA 92880 5 o 0 5 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 171 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 20th Street 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Mountain Avenue-Eastern Terminus 52 0 0 52 0
51 0 0 51 0
so 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date: 11/10/22
46 0 0 46 0
45 0 0 45 0
44 1 0 44 X 1 Time
43 1 3 43 X X X X 4 From: 9:00 42 0 2 42 X X 2
41 1 I 41 X X 2 Time
40 1 2 40 X X X 3 To: 9:55 39 1 2 39 X X X 3 *
38 4 4 38 XXXX XXXX 8 * Existing
37 5 4 37 XXXXX XXXX 9 * Speed Limit: 35 MPH 36 5 4 36 XXXXX XXXX 9 P
35 5 3 35 XXXXX XXX 8 A
34 5 5 34 XXXXX XXXXX 10 C
33 5 0 33 XXXXX 5 E
32 2 5 32 XX XXXXX 7 *
31 5 1 31 XXXXX X 6 * Eastbound Westbound Combined Statistics 30 2 2 30 X X X X 4 * %Over Pace: 8% 0% 12% 29 1 2 29 X X X 3
28 0 2 28 X X 2 %In Pace: 78% 60% 69% 27 0 1 27 X 1
26 2 2 26 X X X X 4 %Under Pace: 14% 40% 19% 25 2 2 25 X X X X 4
24 1 1 24 X X 2 Average Speed: 34 MPH 34 MPH 34 MPH 23 1 1 23 X X 2
22 0 0 22 0 Pace Speed: 30 - 39 MPH 34 - 43 MPH 30 - 39 MPH 21 0 1 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile/Critical Speed: 30 MPH 27 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 34 MPH 34 MPH 34 MPH 16 0 0 16 0
1s o 0 15 0 85th Percentile/Critical Speed: 38 MPH 40 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
n o 0 11 0 Jl
10 o 0 10 o Counts Unlimited,Inc. 8 o 0 8 o PO Box 1178
7 0 0 7 0
6 0 0 6 0 *- c Corona,CA 92880 5 o 0 5 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 172 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 21 st Street 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Limits: Mountain Avenue-San Antonio Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 3/21/24
56 0 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 I 53 X 1 From: 9:00 52 0 0 52 0
51 0 0 51 0 Time
5o 0 1 50 X 1 To: 9:25 49 o 1 49 X 1
48 1 1 48 X X 2 Existing 47 1 I 47 X X 2 Speed Limit: 40 MPH 46 1 3 46 X XXX 4 *
45 7 3 45 XXXXXXX XXX 10 *
44 6 2 44 XXXXXX XX 8 *
43 4 5 43 XXXX XXXXX 9 P
42 6 6 42 XXXXXX XXXXXX 12 A
41 4 7 41 XXXX XXXXXXX 11 C Eastbound Westbound Combined Statistics 40 4 7 40 XXXX XXXXXXX 11 E %Over Pace: 6% 8% 7% 39 4 4 39 XXXX XXXX 8 *
38 5 3 38 XXXXX X X X 8 * %In Pace: 90% 82% 85% 37 3 1 37 XXX X 4 *
36 2 0 36 X X 2 %Under Pace: 4% 10% 8% 3s 1 1 35 X X 2
34 0 1 34 X 1 Average Speed: 41 MPH 42 MPH 41 MPH 33 0 1 33 X 1
32 0 1 32 X 1 Pace Speed: 36 - 45 MPH 38 - 47 MPH 37 - 46 MPH 31 1 0 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile/Critical Speed: 38 MPH 38 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile/Critical Speed: 42 MPH 41 MPH 41 MPH 26 0 0 26 0
25 o 0 25 0 85th Percentile/Critical Speed: 45 MPH 46 MPH 45 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 -
20 0 0 20 o Counts Unlimited,Inc. 19 0 0 19 0 ,i
s o 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 : a. . Corona,CA 92880 1s 0 0 15 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 173 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 21st Street 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: San Antonio Avenue-Campus Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 10/25/22
56 0 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 2:20
52 0 0 52 0
51 0 0 51 0 Time
so o 0 50 0 To: 2:45
49 o 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 35 MPH 46 0 0 46 0
45 1 0 45 X 1
44 1 1 44 X X 2
43 0 3 43 XXX 3
42 1 0 42 X 1
41 3 1 41 X X X X 4 * Eastbound Westbound Combined Statistics 40 2 4 40 X X XXXX 6 * %Over Pace: 6% 10% 7% 39 4 0 39 XXXX 4 *
38 7 4 38 XXXXXXX XXXX 11 P %In Pace: 80% 76% 77% 37 1 0 37 X 1 A
36 9 6 36 XXXXXXXXX XXXXXX 15 C %Under Pace: 14% 14% 16% 35 3 4 35 XXX XXXX 7 E
34 6 5 34 XXXXXX XXXXX 11 * Average Speed: 36 MPH 35 MPH 35 MPH 33 1 7 33 X XXXXXXX 8 *
32 4 6 32 XXXX XXXXXX 10 * Pace Speed: 32 - 41 MPH 31 - 40 MPH 32 - 41 MPH 31 1 2 31 X X X 3
30 2 3 30 XX XXX 5
29 2 I 29 X X X 3 15th Percentile/Critical Speed: 32 MPH 31 MPH 31 MPH 28 1 2 28 X X X 3
27 0 I 27 X 1 50th Percentile/Critical Speed: 36 MPH 34 MPH 35 MPH 26 0 0 26 0
25 1 0 25 X 1 85th Percentile/Critical Speed: 40 MPH 40 MPH 40 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 - -
zo o 0 20 0 Counts Unlimited,Inc. 19 0 0 19 0 (' .- +
s o 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 Corona,CA 92880
15 0 0 15 0 ,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 174 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 22nd Street 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Mountain Avenue-Campus Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 o 0 58 0
57 0 0 57 0 Date: 10/25/22
56 0 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 3:10
52 0 0 52 0
51 0 0 51 0 Time
so 0 0 50 0 To: 4:00
49 0 0 49 0
48 2 0 48 X X 2 Existing
47 0 I 47 X 1 Speed Limit: 35 MPH 46 1 0 46 X 1
as 1 1 45 X X 2
44 1 1 44 X X 2
43 2 0 43 X X 2
42 3 2 42 X X X X X 5
41 2 1 41 X X X 3 Eastbound Westbound Combined Statistics 40 2 2 40 X X X X 4 %Over Pace: 28% 20% 25% 39 1 2 39 X X X 3
38 4 5 38 XXXX XXXXX 9 * %In Pace: 62% 74% 68% 37 3 1 37 XXX X 4 *
36 6 6 36 XXXXXX XXXXXX 12 * %Under Pace: 10% 6% 7% 35 3 4 35 XXX XXXX 7 P
34 3 3 34 X X X X X X 6 A Average Speed: 36 MPH 35 MPH 36 MPH 33 2 4 33 XX XXXX 6 C
32 4 4 32 XXXX XXXX 8 E Pace Speed: 30 - 39 MPH 29 - 38 MPH 29 - 38 MPH 31 2 3 31 X X XXX 5 *
30 3 4 30 XXX XXXX 7 *
29 1 3 29 X X X X 4 * 15th Percentile/Critical Speed: 30 MPH 30 MPH 30 MPH 28 2 I 28 X X X 3
27 1 I 27 X X 2 50th Percentile/Critical Speed: 36 MPH 35 MPH 35 MPH 26 0 0 26 0
25 1 I 25 X X 2 85th Percentile/Critical Speed: 42 MPH 40 MPH 41 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0
20 0 0 20 0 Counts Unlimited,Inc. 19 0 0 19 0 (' .- +
s o 0 18 0 PO Box 1178
n 0 0 17 0
16 0 0 16 0 Corona,CA 92880
15 0 0 15 0 ,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 175 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 23rd Street 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Mountain Avenue-Campus Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 o 0 58 0
57 0 0 57 0 Date: 10/25/22
56 o 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 2:35
52 0 0 52 0
51 0 0 51 0 Time
so 0 0 50 0 To: 3:10
49 0 1 49 X 1
48 2 2 48 X X X X 4 Existing 47 3 2 47 X X X X X 5 Speed Limit: 35 MPH 46 1 2 46 X X X 3
45 3 3 45 XXX XXX 6
44 4 2 44 XXXX XX 6 *
43 1 1 43 X X 2
42 3 8 42 XXX XXXXXXXX 11 P
41 4 3 41 XXXX X X X 7 A Eastbound Westbound Combined Statistics 40 1 3 40 X XXX 4 C %Over Pace: 10% 14% 13% 39 4 6 39 XXXX XXXXXX 10 E
38 8 5 38 XXXXXXXX XXXXX 13 * %In Pace: 72% 76% 73% 37 7 2 37 XXXXXXX XX 9 *
3s o 5 36 XXXXX 5 * %Under Pace: 18% 10% 14% 35 3 2 35 XXX XX 5
34 0 I 34 X 1 Average Speed: 40 MPH 40 MPH 40 MPH 33 2 1 33 X X X 3
32 2 1 32 X X X 3 Pace Speed: 37 - 46 MPH 36 - 45 MPH 36 - 45 MPH 31 1 0 31 X 1
30 1 0 30 X 1
29 0 0 29 0 15th Percentile/Critical Speed: 35 MPH 36 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile/Critical Speed: 39 MPH 40 MPH 39 MPH 26 0 0 26 0
25 o 0 25 0 85th Percentile/Critical Speed: 45 MPH 45 MPH 45 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 )' -
20 0 0 20 o Counts Unlimited,Inc. 19 0 0 19 0 ''� ,
s o 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 ',,,`' ;:.. Corona,CA 92880 1s 0 0 15 0 *,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 176 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 24th Street 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: San Antonio Avenue-Eastern Terminus 52 0 0 52 0
51 0 0 51 0
so 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date: 11/10/22
46 1 0 46 X 1
as o 0 45 0
44 0 0 44 0 Time
43 1 0 43 X 1 From: 10:50 42 2 1 42 X X X 3
41 3 3 41 XXX XXX 6 Time
40 2 I 40 X X X 3 To: 11:45 39 3 4 39 XXX XXXX 7 *
38 6 3 38 XXXXXX X X X 9 * Existing 37 3 6 37 X X X XXXXXX 9 * Speed Limit: 35 _MPH 36 4 7 36 XXXX XXXXXXX 11 P
35 3 2 35 XXX X X 5 A
34 6 3 34 XXXXXX XXX 9 C
33 3 4 33 XXX XXXX 7 E
32 3 4 32 XXX XXXX 7 *
31 3 I 31 X X X X 4 * Eastbound Westbound Combined Statistics 30 3 3 30 XXX XXX 6 * %Over Pace: 18% 2% 14% 29 0 2 29 X X 2
28 1 I 28 X X 2 %In Pace: 74% 74% 74% 27 3 1 27 XXX X 4
26 0 3 26 X X X 3 %Under Pace: 8% 24% 12% zs o 0 25 0
24 0 0 24 0 Average Speed: 35 MPH 34 MPH 35 MPH 23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39 MPH 32 - 41 MPH 30 - 39 MPH 21 0 1 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile/Critical Speed: 31 MPH 29 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 35 MPH 35 MPH 35 MPH 16 0 0 16 0
1s o 0 15 0 85th Percentile/Critical Speed: 40 MPH 39 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
11 o 0 11 0 - . ;t' -
10 o 0 10 o Counts Unlimited,Inc. 9 ' 0 ' 0 9 0 ';'� ;
8 o 0 8 o PO Box 1178
7 0 0 7 0
6 0 0 6 0 ::- 'c. Corona,CA 92880 5 o 0 5 0 *,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 177 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: 24th Street 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Western Terminus-Mountain Avenue 52 0 0 52 0
51 0 0 51 0
so 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date: 11/10/22
46 1 0 46 X 1
as o 0 45 0
44 0 1 44 X 1 Time
43 2 I 43 X X X 3 From: 10:00 42 1 1 42 X X 2
41 2 I 41 X X X 3 Time
ao 2 0 40 X X 2 To: 10:45 39 4 1 39 XXXX X 5 *
38 3 5 38 X X X XXXXX 8 * Existing 37 3 7 37 X X X XXXXXXX 10 * Speed Limit: 30 MPH 36 3 3 36 XXX XXX 6 P
35 3 4 35 XXX XXXX 7 A
34 6 3 34 XXXXXX XXX 9 C
33 3 2 33 XXX X X 5 E
32 4 4 32 XXXX XXXX 8 *
31 1 2 31 X X X 3 * Eastbound Westbound Combined Statistics 30 2 3 30 X X X X X 5 * %Over Pace: 8% 8% 12% 29 3 1 29 XXX X 4
28 3 3 28 X X X X X X 6 %In Pace: 66% 68% 66% 27 2 2 27 X X X X 4
26 1 2 26 X X X 3 %Under Pace: 26% 24% 22% 25 0 3 25 XXX 3
24 1 I 24 X X 2 Average Speed: 35 MPH 33 MPH 34 MPH 23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41 MPH 30 - 39 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile/Critical Speed: 29 MPH 27 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 34 MPH 34 MPH 34 MPH 16 0 0 16 0
1s o 0 15 0 85th Percentile/Critical Speed: 40 MPH 38 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
11 o 0 11 0
o o 0 10 0 Counts Unlimited,Inc. 9 0 0 9 0 (' ,.1 ;1
8 o 0 8 o PO Box 1178
7 0 0 7 0
6 0 0 6 0 .,_ Corona,CA 92880 5 o 0 5 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 178 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: Arrow Route 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Central Avenue-Euclid Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 11/9/22
56 0 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 11:05
52 0 0 52 0
51 0 0 51 0 Time
so o 0 50 0 To: 11:25
49 o 0 49 0
48 0 0 48 0 Existing
47 0 I 47 X 1 Speed Limit: 40 MPH 46 1 3 46 X XXX 4
as o I 45 X 1
44 2 0 44 X X 2
43 0 2 43 X X 2
42 3 1 42 XXX X 4
41 4 2 41 XXXX X X 6 * Eastbound Westbound Combined Statistics 40 2 2 40 X X X X 4 * %Over Pace: 2% 10% 14% 39 4 6 39 XXXX XXXXXX 10 *
38 6 6 38 XXXXXX XXXXXX 12 P %In Pace: 82% 80% 81% 37 6 10 37 XXXXXX XXXXXXXXXX 16 A
36 11 6 36 XXXXXXXXXXX XXXXXX 17 C %UnderPace: 16% 10% 5% 35 3 1 35 XXX X 4 E
34 0 4 34 XXXX 4 * Average Speed: 37 _MPH 38 MPH 38 MPH 33 1 2 33 X X X 3 *
32 4 1 32 X X X X X 5 * Pace Speed: 35 - 44 MPH 34 - 43 MPH 32 - 41 MPH 31 0 0 31 0
30 2 0 30 X X 2
29 0 2 29 X X 2 15th Percentile/Critical Speed: 33 MPH 34 MPH 34 MPH 28 0 0 28 0
27 1 0 27 X 1 50th Percentile/Critical Speed: 37 MPH 37 MPH 37 MPH 26 0 0 26 0
25 o 0 25 0 85th Percentile/Critical Speed: 41 MPH 42 MPH 41 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 ;)'
20 0 0 20 o Counts Unlimited,Inc. 19 0 0 19 0 ''� ,
s o 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 ::- 'c. Corona,CA 92880 1s 0 0 15 0 *,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 179 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: Arrow Route ss o 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Claremont Boulevard-Central Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 11/9/22
ss o 0 56 0
ss o 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 9:30
52 0 0 52 0
51 0 0 51 0 Time
so o 0 50 0 To: 9:50
49 1 0 49 X 1
48 1 0 48 X 1 Existing
47 1 I 47 X X 2 Speed Limit: 40 MPH 46 2 1 46 X X X 3
45 1 2 45 X X X 3
44 3 6 44 XXX XXXXXX 9 *
43 5 6 43 XXXXX XXXXXX 11 *
42 2 7 42 XX XXXXXXX 9 *
41 3 2 41 X X X X X 5 P Eastbound Westbound Combined Statistics 40 6 3 40 XXXXXX X X X 9 A %Over Pace: 12% 4% 10% 39 9 4 39 XXXXXXXXX XXXX 13 C
38 3 2 38 X X X X X 5 E %In Pace: 78% 80% 78% 37 3 4 37 XXX XXXX 7 *
36 2 4 36 X X XXXX 6 * %Under Pace: 10% 16% 12% 35 3 t 35 XXX X 4 *
34 1 4 34 X XXXX 5 Average Speed: 40 MPH 40 MPH 40 MPH 33 0 0 33 0
32 1 2 32 X X X 3 Pace Speed: 35 - 44 MPH 36 - 45 MPH 35 - 44 MPH 31 2 I 31 X X X 3
30 0 0 30 0
29 0 0 29 0 15th Percentile/Critical Speed: 35 MPH 35 MPH 35 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile/Critical Speed: 39 MPH 40 MPH 40 MPH 26 0 0 26 0
zs o 0 25 0 85th Percentile/Critical Speed: 44 MPH 44 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
zi 0 0 21 0 - .. )' -
20 0 0 20 o Counts Unlimited,Inc. s o 0 18 0 PO Box 1178
n 0 0 17 0
16 0 0 16 0 '` 'c.. Corona,CA 92880 is o 0 15 0 *,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 180 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: Arrow Highway 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Euclid Avenue-Grove Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 11/10/22
56 0 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 3:05
52 0 0 52 0
51 0 0 51 0 Time
so o 0 50 0 To: 3:25
49 o 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 35 MPH 46 0 0 46 0
45 1 o 45 X 1
44 1 0 44 X 1
43 0 0 43 0
42 2 0 42 X X 2
41 1 1 41 X X 2 Eastbound Westbound Combined Statistics 40 0 0 40 0 %Over Pace: 10% 2% 7% 3s 0 1 39 X 1
38 3 3 38 X X X X X X 6 * %In Pace: 88% 92% 89% 37 3 4 37 XXX XXXX 7 *
36 3 4 36 X X X XXXX 7 * %Under Pace: 2% 6% 4% 3s 6 8 35 XXXXXX XXXXXXXX 14 P
34 7 5 34 XXXXXXX XXXXX 12 A Average Speed: 34 MPH 34 MPH 34 MPH 33 5 5 33 XXXXX XXXXX 10 C
32 8 4 32 XXXXXXXX XXXX 12 E Pace Speed: 29 - 38 MPH 30 - 39 MPH 29 - 38 MPH 3i 5 7 31 XXXXX XXXXXXX 12 *
30 2 5 30 XX XXXXX 7 *
29 2 0 29 X X 2 * 15th Percentile/Critical Speed: 31 MPH 30 MPH 31 MPH 28 1 1 28 X X 2
27 0 2 27 X X 2 50th Percentile/Critical Speed: 34 MPH 34 MPH 34 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile/Critical Speed: 38 MPH 37 MPH 37 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 - ,l
20 0 0 20 o Counts Unlimited,Inc. 19 0 0 19 0gi
;'. ; ;
s o 0 18 0 PO Box 1178
n 0 0 17 0
16 0 0 16 0 '„`' 'c - Corona,CA 92880 is o 0 15 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 181 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: Benson Avenue 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: 18th Street-Foothill Boulevard 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 12/7/22
56 0 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 2:15
52 0 0 52 0
51 0 t 51 X 1 Time
so 0 0 50 0 To: 2:35
49 1 o 49 X 1
48 0 t 48 X 1 Existing
47 2 I 47 X X X 3 Speed Limit: 45 MPH 46 2 1 46 XX X 3
as 5 t 45 XXXXX X 6 *
44 3 2 44 XXX XX 5 *
43 5 4 43 XXXXX XXXX 9 *
42 4 2 42 XXXX XX 6 P
41 8 8 41 XXXXXXXX XXXXXXXX 16 A Northbound Southbound Combined Statistics ao 2 s 40 X X XXXXX 7 C %Over Pace: 2% 10% 9% 39 3 9 39 XXX XXXXXXXXX 12 E
38 6 3 38 XXXXXX X X X 9 * %In Pace: 80% 84% 80% 37 1 3 37 X XXX 4 *
36 2 4 36 X X XXXX 6 * %Under Pace: 18% 6% 11% 3s 1 2 35 X X X 3
34 4 2 34 XXXX X X 6 Average Speed: 41 MPH 40 MPH 40 MPH 33 0 0 33 0
32 1 0 32 X 1 Pace Speed: 38 - 47 MPH 35 - 44 MPH 36 - 45 MPH 31 0 1 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile I Critical Speed: 36 MPH 36 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile I Critical Speed: 41 MPH 40 MPH 41 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile I Critical Speed: 45 MPH 43 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0
20 0 0 20 0iir,;a.e Counts Unlimited,Inc. p . a'' PO Box 1178
18 0 0 18
17 0 0 17 0 ..,..
16 0 0 16 0 0.4. '--` ,4' a Corona,CA 92880 is 0 0 15 0 €'
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 182 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: Benson Avenue 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Foothill Boulevard-Interstate 10 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 o 0 58 0
57 0 0 57 0 Date: 12/7/22
56 0 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 9:20
52 0 0 52 0
51 0 0 51 0 Time
so o 0 50 0 To: 9:40
49 o 0 49 0
48 0 1 48 X 1 Existing
47 1 0 47 X 1 Speed Limit: 35 MPH 46 1 0 46 X 1
45 3 0 45 XXX 3
44 1 1 44 X X 2
43 4 4 43 XXXX XXXX 8
42 3 4 42 XXX XXXX 7 *
41 4 10 41 XXXX XXXXXXXXXX 14 * Northbound Southbound Combined Statistics 40 4 2 40 XXXX X X 6 P %Over Pace: 4% 4% 8% 39 6 3 39 XXXXXX XXX 9 A
38 8 6 38 XXXXXXXX XXXXXX 14 C %In Pace: 84% 94% 89% 37 5 7 37 XXXXX XXXXXXX 12 E
36 4 2 36 XXXX X X 6 * %Under Pace: 12% 2% 3% 35 2 6 35 XX XXXXXX 8 *
34 2 3 34 X X X X X 5 * Average Speed: 39 MPH 39 MPH 39 MPH 33 1 0 33 X 1
32 1 1 32 X X 2 Pace Speed: 36 - 45 MPH 34 - 43 MPH 34 - 43 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile/Critical Speed: 36 MPH 35 MPH 35 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile/Critical Speed: 39 MPH 38 MPH 39 MPH 26 0 0 26 0
zs o 0 25 0 85th Percentile/Critical Speed: 43 MPH 42 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 )' -
20 0 0 20 o Counts Unlimited,Inc. 19 0 0 19 0 ''� ,
a o 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 ::- 'c. Corona,CA 92880 1s o 0 15 0 *,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 183 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VPH. Location: Benson Avenue 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: San Antonio Avenue-18th Street 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 o 0 58 0
57 0 0 57 0 Date: 12/7/22
56 0 2 56 X X 2
55 2 1 55 X X X 3
54 1 1 54 X X 2 Time
53 1 1 53 X X 2 From: 2:35 52 2 2 52 X X X X 4
51 0 1 51 X 1 Time
50 3 1 50 X X X X 4 * To: 2:55 49 5 1 49 XXXXX X 6 *
48 1 4 48 X X XX X 5 * Existing
47 3 2 47 XXX XX 5 P Speed Limit: 40 MPH 46 6 5 46 XXXXXX XXXXX 11 A
45 6 4 45 XXXXXX XXXX 10 C
44 9 4 44 XXXXXXXXX XXXX 13 E
43 4 3 43 XXXX XXX 7 *
42 2 5 42 XX XXXXX 7 *
41 2 3 41 X X X X X 5 * Northbound Southbound Combined Statistics 40 0 3 40 XXX 3 %Over Pace: 12% 20% 14% 39 1 2 39 X XX 3
38 1 1 38 X X 2 %In Pace: 82% 70% 73% 37 1 1 37 X X 2
3s o 0 36 0 %Under Pace: 6% 10% 13% 3s 0 2 35 XX 2
34 0 I 34 X 1 Average Speed: 46 MPH 45 MPH 45 MPH 33 0 0 33 0
32 0 0 32 0 Pace Speed: 41 - 50 MPH 39 - 48 MPH 41 - 50 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile/Critical Speed: 43 MPH 40 MPH 41 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile/Critical Speed: 45 MPH 44 MPH 45 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile/Critical Speed: 50 MPH 51 MPH 50 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0
zo o 0 20 0 Counts Unlimited,Inc. 19 0 0 19 0 (' , ,
s o 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 ''. Corona,CA 92880 1s 0 0 15 0 ,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 184 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: Campus Avenue 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: 20th Street-Foothill Boulevard 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 12/7/22
56 0 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 12:20
52 0 0 52 0
51 0 0 51 0 Time
so o 0 50 0 To: 12:40
49 o 0 49 0
48 1 4 48 X XXXX 5 Existing
47 2 0 47 X X 2 Speed Limit: 40 MPH 46 0 2 46 X X 2
45 1 3 45 X XXX 4
44 4 2 44 XXXX XX 6
43 6 5 43 XXXXXX XXXXX 11 *
42 3 3 42 XXX XXX 6 *
41 5 3 41 XXXXX X X X 8 P Northbound Southbound Combined Statistics ao 5 4 40 XXXXX XXXX 9 A %Over Pace: 8% 8% 13% 39 4 4 39 XXXX XXXX 8 C
38 7 3 38 XXXXXXX XXX 10 E %In Pace: 86% 70% 78% 37 3 6 37 XXX XXXXXX 9 *
36 3 I 36 X X X X 4 * %Under Pace: 6% 22% 9% 35 3 4 35 XXX XXXX 7 *
34 3 2 34 X X X X X 5 Average Speed: 40 MPH 40 MPH 40 MPH 33 0 2 33 X X 2
32 0 2 32 X X 2 Pace Speed: 35 - 44 MPH 37 - 46 MPH 35 - 44 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile I Critical Speed: 36 MPH 35 MPH 35 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile I Critical Speed: 40 MPH 40 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile I Critical Speed: 44 MPH 45 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 --41Counts Unlimited,Inc. 20 0 0 20 0 °"
18 0 0 18 p 1 PO Box 1178 17 0 0 17 0
16 0 0 16 0 ,,;' ',` ,41' a Corona,CA 92880 1s o 0 15 0 '
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 185 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: Campus Avenue 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: 24th Street-Campus Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 12/7/22
56 0 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 1.05
52 0 0 52 0
51 0 0 51 0 Time
so o 0 50 0 To: 1:25
as 1 0 49 X 1
48 0 2 48 X X 2 Existing
47 2 2 47 X X X X 4 Speed Limit: 40 MPH 46 2 1 46 X X X 3
45 0 2 45 X X 2
44 2 7 44 XX XXXXXXX 9 *
43 1 3 43 X XXX 4 *
42 4 4 42 XXXX XXXX 8 *
41 3 I 41 X X X X 4 P Northbound Southbound Combined Statistics 40 3 3 40 XXX XXX 6 A %Over Pace: 14% 10% 12% 39 10 5 39 XXXXXXXXXX XXXXX 15 C
38 4 6 38 XXXX XXXXXX 10 E %In Pace: 80% 74% 75% 37 6 2 37 XXXXXX X X 8 *
36 2 4 36 X X XXXX 6 * %Under Pace: 6% 16% 13% 35 4 1 35 XXXX X 5 *
34 3 3 34 X X X X X X 6 Average Speed: 39 MPH 40 MPH 40 MPH 33 1 2 33 X X X 3
32 2 2 32 X X X X 4 Pace Speed: 34 - 43 MPH 36 - 45 MPH 35 - 44 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile/Critical Speed: 35 MPH 35 MPH 35 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile/Critical Speed: 39 MPH 39 MPH 39 MPH 26 0 0 26 0
zs o 0 25 0 85th Percentile/Critical Speed: 43 MPH 44 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 )' -
20 0 0 20 o Counts Unlimited,Inc. 19 0 0 19 0 ''� ,
s o 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 ::- c. Corona,CA 92880 1s o 0 15 0 *,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 186 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: Campus Avenue 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Foothill Boulevard-Interstate 10 52 0 0 52 0
51 0 0 51 0
so 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date: 12/7/22
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 2 2 43 X X X X 4 From: 11:25 42 0 1 42 X 1
41 1 0 41 X 1 Time
40 0 I 40 X 1 To: 11:45 39 2 1 39 X X X 3
38 4 4 38 XXXX XXXX 8 * Existing
37 2 2 37 X X X X 4 * Speed Limit: 35 MPH 36 3 5 36 XXX XXXXX 8 *
35 5 9 35 XXXXX XXXXXXXXX 14 P
34 6 5 34 XXXXXX XXXXX 11 A
33 5 2 33 XXXXX XX 7 C
32 2 5 32 XX XXXXX 7 E
31 6 6 31 XXXXXX XXXXXX 12 * Northbound Southbound Combined Statistics 30 5 I 30 XXXXX X 6 * %Over Pace: 10% 10% 10% 29 4 3 29 XXXX XXX 7 *
28 1 0 28 X 1 %In Pace: 84% 84% 84% 27 0 2 27 XX 2
26 2 1 26 X X X 3 %Under Pace: 6% 6% 6% 25 0 0 25 0
24 0 0 24 0 Average Speed: 34 MPH 34 MPH 34 MPH 23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38 MPH 29 - 38 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile/Critical Speed: 30 MPH 31 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 33 MPH 34 MPH 34 MPH 16 0 0 16 0
1s o 0 15 0 85th Percentile/Critical Speed: 38 MPH 38 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
11 o 0 11 0 p`
o o 0 10 o Counts Unlimited,Inc. s o 0 8 0 ,, . ,j, PO Box 1178 7 0 0 7 0
6 0 0 6 0 ,:`_ Corona,CA 92880 5 o 0 5 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 187 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: Campus Avenue 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Limits: N/19th Street 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date: 3/21/24
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 0 I 43 X 1 From: 9:30 42 0 0 42 0
41 1 0 41 X 1 Time
40 0 I 40 X 1 To: 9:50 39 0 2 39 XX 2
38 0 2 38 XX 2 Existing
37 4 I 37 XX XX X 5 * Speed Limit: 35 MPH 36 2 5 36 XX XXXXX 7 *
35 4 6 35 XX XX XXXXXX 10 *
34 9 7 34 XXXXXXXXX XXXXXXX 16 P
33 8 5 33 XXXXXXXX XXXXX 13 A
32 8 6 32 XXXXXXXX XXXXXX 14 C
31 6 5 31 XXXXXX X XX XX 11 E Northbound Southbound Combined Statistics 30 5 4 30 XXXXX XXXX 9 * %Over Pace: 2% 6% 8% 29 0 2 29 XX 2 *
28 2 I 28 XX X 3 * %In Pace: 96% 86% 90% 27 0 1 27 X 1
26 1 0 26 X 1 %Under Pace: 2% 8% 2% zs o 0 25 0
24 0 0 24 0 Average Speed: 33 MPH 34 MPH 33 MPH 23 0 0 23 0
22 0 0 22 0 Pace Speed: 28 - 37 MPH 30 - 39 MPH 28 - 37 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile/Critical Speed: 30 MPH 30 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 33 MPH 34 MPH 33 MPH 16 0 0 16 0
15 o 0 15 0 85th Percentile/Critical Speed: 35 MPH 37 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
n o 0 11 0 Jl
10 o 0 10 o Counts Unlimited,Inc. 8 o 0 8 o PO Box 1178
7 0 0 7 0
6 0 0 6 0 *- c Corona,CA 92880 5 o 0 5 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 188 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: Central Avenue 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Foothill Boulevard-9th Street 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 12/7/22
56 0 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 9:20
52 0 0 52 0
51 0 0 51 0 Time
so o 0 50 0 To: 9:40
49 o 0 49 0
48 1 1 48 X X 2 Existing 47 2 0 47 XX 2 Speed Limit: 40 MPH 46 5 1 46 XXXXX X 6
45 1 3 45 X XXX 4
44 2 3 44 X X XXX 5 *
43 2 3 43 XX XXX 5 *
42 0 9 42 XXXXXXXXX 9 *
41 5 4 41 XX XX X X XX X 9 P Northbound Southbound Combined Statistics 40 4 2 40 XXXX X X 6 A %Over Pace: 22% 4% 14% 39 7 6 39 XXXXXXX XXXXXX 13 C
38 6 5 38 XXXXXX XXXXX 11 E %In Pace: 76% 84% 78% 37 4 4 37 XXXX XXXX 8 *
36 1 3 36 X XX X 4 * %Under Pace: 2% 12% 8% 35 6 2 35 XXXXXX XX 8 *
34 3 2 34 XXX XX 5 Average Speed: 40 MPH 40 MPH 40 MPH 33 0 1 33 X 1
32 0 1 32 X 1 Pace Speed: 34 - 43 MPH 36 - 45 MPH 35 - 44 MPH 31 1 0 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile/Critical Speed: 35 MPH 36 MPH 35 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile/Critical Speed: 39 MPH 40 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile/Critical Speed: 46 MPH 44 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 ;)' -
20 0 0 20 o Counts Unlimited,Inc. 19 0 0 19 0 ''� ,
s o 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 ::- 'c. Corona,CA 92880 1s 0 0 15 0 *,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 189 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: Colonies Parkway 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Campus Avenue-19th Street 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 11/10/22
56 0 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 12:40
52 0 0 52 0
51 0 0 51 0 Time
so o 0 50 0 To: 1:15
49 2 0 49 X X 2
48 0 0 48 0 Existing
47 1 2 47 X X X 3 Speed Limit: 35 MPH 46 0 1 46 X 1
45 2 1 45 X X X 3
44 o 1 44 X 1
43 2 1 43 X X X 3 *
42 4 4 42 XXXX XXXX 8 *
41 4 4 41 XXXX XXXX 8 * Eastbound Westbound Combined Statistics 40 3 6 40 X X X XXXXXX 9 P %Over Pace: 10% 10% 10% 39 2 8 39 XX XXXXXXXX 10 A
38 4 3 38 XXXX X X X 7 C %In Pace: 70% 80% 75% 37 4 6 37 XXXX XXXXXX 10 E
36 2 4 36 X X XXXX 6 * %Under Pace: 20% 10% 15% 3s 7 I 35 XXXXXXX X 8 *
34 3 3 34 X X X X X X 6 * Average Speed: 37 MPH 39 MPH 38 MPH 33 1 1 33 X X 2
32 3 1 32 X X X X 4 Pace Speed: 34 - 43 MPH 34 - 43 MPH 34 - 43 MPH 31 2 1 31 X X X 3
30 1 0 30 X 1
29 1 1 29 X X 2 15th Percentile/Critical Speed: 32 MPH 34 MPH 33 MPH 28 0 1 28 X 1
27 1 0 27 X 1 50th Percentile/Critical Speed: 37 MPH 39 MPH 38 MPH 26 1 0 26 X 1
25 0 0 25 0 85th Percentile/Critical Speed: 42 MPH 42 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 ;)' -
20 0 0 20 o Counts Unlimited,Inc. 19 0 0 19 0 ''� ,
s o 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 ::- 'c. Corona,CA 92880 1s 0 0 15 0 *,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 190 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: Deakin Avenue 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: 24th Street-Mildura Avenue 52 0 0 52 0
51 0 0 51 0
so 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date: 10/26/22
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 I 43 X 1 From: 9:00 42 1 1 42 X X 2
41 0 0 41 0 Time
40 1 0 40 X 1 To: 10:36 39 3 5 39 XXX XXXXX 8
38 2 2 38 X X X X 4 Existing 37 1 5 37 X XXXXX 6 Speed Limit: 30 MPH 3s 1 1 36 X X 2
3s 0 2 35 X X 2
34 5 4 34 XXXXX XXXX 9 *
33 9 3 33 XXXXXXXXX XXX 12 *
32 6 6 32 XXXXXX XXXXXX 12 *
31 1 3 31 X X X X 4 P Northbound Southbound Combined Statistics 30 5 3 30 XXXXX X X X 8 A %Over Pace: 18% 4% 26% 29 6 4 29 XXXXXX XXXX 10 C
28 1 I 28 X X 2 E %In Pace: 80% 68% 70% 27 2 3 27 X X XXX 5 *
26 4 I 26 XXXX X 5 * %Under Pace: 2% 28% 4% 25 1 2 25 X X X 3 *
24 0 0 24 0 Average Speed: 32 MPH 32 MPH 32 MPH 23 0 1 23 X 1
22 o 1 22 X 1 Pace Speed: 25 - 34 MPH 30 - 39 MPH 25 - 34 MPH 21 1 0 21 X 1
20 0 1 20 X 1
19 0 0 19 0 15th Percentile/Critical Speed: 27 MPH 27 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 32 MPH 32 MPH 32 MPH 16 0 0 16 0
1s o 0 15 0 85th Percentile/Critical Speed: 37 MPH 38 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
n o 0 11 0 ✓1
o o 0 10 o Counts Unlimited,Inc. 9 0 0 9 0 (r' l
s o 0 8 o PO Box 1178
7 0 0 7 0
6 0 0 6 0 ;;. Corona,CA 92880 5 o 0 5 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 191 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: Euclid Avenue 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: 16th Street-Foothill Boulevard 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 o 0 58 0
57 0 1 57 X 1 Date: 12/7/22 56 o . 56 X 1
55 0 0 55 0
54 2 0 54 XX 2 Time
53 0 2 53 XX 2 From: 1:30
52 . 2 52 X XX 3
51 1 t 51 X X 2 Time
so 4 2 50 XXXX X X 6 * To: 1:50 49 4 3 49 XXXX XXX 7
as 5 I 48 XX XX X X 6 * Existing 47 7 5 47 XXXXXXX XXXXX 12 P Speed Limit: 45 MPH 46 4 3 46 XXXX XXX 7 A
45 4 0 45 XXXX 4 C
44 1 8 44 X XXXXXXXX 9 E
43 5 6 43 XXXXX XXXXXX 11
42 5 2 42 XXXXX XX 7
41 1 6 41 X XXXXXX 7 Northbound Southbound Combined Statistics 40 2 2 40 XX XX 4 %Over Pace: 6% 14% 11% 3s o 1 39 X 1
38 1 1 38 X X 2 %In Pace: 80% 72% 76% 37 2 3 37 XX XXX 5
3s 1 0 36 X 1 %Under Pace: 14% 14% 13% 3s o 0 35 0
34 0 0 34 0 Average Speed: 46 MPH 45 MPH 45 MPH 33 0 0 33 0
32 0 0 32 0 Pace Speed: 42 - 51 MPH 41 - 50 MPH 41 - 50 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile I Critical Speed: 42 MPH 41 MPH 41 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile I Critical Speed: 46 MPH 44 MPH 45 MPH 26 0 0 26 0
zs o 0 25 0 85th Percentile I Critical Speed: 50 MPH 50 MPH 50 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
zi 0 0 21 0
20 0 0 20 o y 111. Counts Unlimited,Inc. 19 0 0 19 0 ifidi PO Box 1178 18 0 0 18 0 l,, t
n 0 0 17 0
16 0 0 16 0 --cam_ 9z966�y Corona,CA 92880 I s o 0 15 0 '"
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 192 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: Euclid Avenue 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: 24th Street-16th Street 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
56 1 2 59 X X X 3
58 3 0 58 XXX 3
57 1 0 57 X 1 Date: 10/25/22 56 0 0 56 0
55 1 1 55 X X 2
54 1 1 54 X X 2 Time
53 0 2 53 X X 2 From: 2:00 52 0 0 52 0
51 0 1 51 X 1 Time
so 2 2 50 X X X X 4 To: 2:20 49 1 3 49 X XXX 4 *
48 7 4 48 XXXXXXX XXXX 11 * Existing
47 4 2 47 X X X X X X 6 * Speed Limit: 45 MPH 46 2 3 46 X X XXX 5 P
45 7 9 45 XXXXXXX XXXXXXXXX 16 A
44 3 5 44 XXX XXXXX 8 C
43 3 2 43 XXX XX 5 E
42 7 I 42 XXXXXXX X 8 *
41 2 2 41 X X X X 4 * Northbound Southbound Combined Statistics 40 3 4 40 X X X X X X X 7 * %Over Pace: 18% 18% 18% 3s o 0 39 0
38 o 1 38 X 1 %In Pace: 78% 70% 74% 37 2 I 37 X X X 3
36 0 2 36 X X 2 %Under Pace: 4% 12% 8% 3s o 0 35 0
34 0 0 34 0 Average Speed: 46 MPH 45 MPH 46 MPH 33 0 1 33 X 1
32 0 1 32 X 1 Pace Speed: 40 - 49 MPH 40 - 49 MPH 40 - 49 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile/Critical Speed: 42 MPH 40 MPH 40 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile/Critical Speed: 45 MPH 45 MPH 45 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile/Critical Speed: 50 MPH 50 MPH 50 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 -
20 0 0 20 o Counts Unlimited,Inc. 19 0 0 19 0 i r ,
PO Box 1178
s o 0 18 0
17 0 0 17 0
16 0 0 16 0 ; a. . Corona,CA 92880 1s o 0 15 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 193 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: Euclid Avenue 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Foothill Boulevard-7th Street 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 o 0 58 0
57 0 0 57 0 Date: 12/7/22
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:20
52 0 0 52 0
51 1 0 51 X 1 Time
5o 1 0 50 X 1 To: 10:40 49 1 0 49 X 1
48 3 2 48 X X X X X 5 Existing 47 0 0 47 0 Speed Limit: 40 MPH 46 2 0 46 XX 2
45 1 1 45 X X 2
44 1 3 44 X XXX 4 *
43 3 2 43 XXX XX 5 *
42 5 8 42 XXXXX XXXXXXXX 13 *
41 2 I 41 XX X 3 P Northbound Southbound Combined Statistics ao 8 8 40 XXXXXXXX XXXXXXXX 16 A %Over Pace: 18% 6% 12% 39 10 4 39 XXXXXXXXXX XXXX 14 C
38 2 5 38 XX X XX XX 7 E %In Pace: 80% 94% 87% 37 4 7 37 XXXX XXXXXXX 11 *
36 3 7 36 XXX XXXXXXX 10 * %Under Pace: _ 2% 0% 1% 35 2 2 35 X X XX 4 *
34 1 0 34 X 1 Average Speed: 41 MPH 40 MPH 40 MPH 33 0 0 33 0
32 0 0 32 0 Pace Speed: 35 - 44 MPH 35 - 44 MPH 35 - 44 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile I Critical Speed: 37 MPH 36 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile I Critical Speed: 40 MPH 39 MPH 40 MPH 26 0 0 26 0
zs o 0 25 0 85th Percentile I Critical Speed: 46 MPH 43 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 ..,„, Radar Survey Conducted By:
21 0 0 21 0 '
z0 0 0 20 0
� �' Counts Unlimited,Inc.
19 0 0 19 0
18 0 0 18 0 i,;.,, PO Box 1178
17 0 0 17 0 --
16 0 0 16 0 „,,, ;51' Corona,CA 92880 1s 0 0 15 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 194 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: Foothill Boulevard 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Limits: Benson Avenue-Central Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 3/21/24
56 0 0 56 0
55 0 0 55 0
54 1 I 54 X X 2 Time
53 0 'I 53 X 1 From: 10:55 52 0 t 52 X 1
si o 0 51 0 Time
so o I 50 X 1 To: 11:15 49 2 3 49 X X X X X 5 *
48 2 4 48 X X X X X X 6 * Existing 47 3 2 47 X X X X X 5 * Speed Limit: 45 MPH 46 2 3 46 X X XXX 5 P
45 3 6 45 XXX XXXXXX 9 A
44 7 4 44 XXXXXXX XXXX 11 C
43 5 4 43 XXXXX XXXX 9 E
42 6 4 42 XXXXXX XXXX 10 *
ai 3 5 41 XXX X X X X X 8 * Eastbound Westbound Combined Statistics ao 7 a 40 XXXXXXX XXXX 11 * %Over Pace: 10% 8% 5% 3s 1 1 39 X X 2
38 5 3 38 XXXXX X X X 8 %In Pace: 84% 78% 79% 37 2 2 37 X X X X 4
3s o 0 36 0 %Under Pace: 6% 14% 16% 3s 1 t 35 X X 2
34 0 0 34 0 Average Speed: 43 MPH _ 44 MPH 43 MPH 33 0 0 33 0
32 0 0 32 0 Pace Speed: 38 - 47 MPH 40 - 49 MPH 40 - 49 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile/Critical Speed: 38 MPH 40 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile/Critical Speed: 42 MPH 44 MPH 43 MPH 26 0 0 26 0
25 o 0 25 0 85th Percentile/Critical Speed: 47 MPH 48 MPH 48 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 -
20 0 0 20 o Counts Unlimited,Inc. 19 0 0 19 0 ,' .,
i
s o 0 18 0 PO Box 1178
n 0 0 17 0
16 0 0 16 0 _;„ a. . Corona,CA 92880 is 0 0 15 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 195 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: Foothill Boulevard 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Euclid Avenue-Grove Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 11/10/22
56 0 0 56 0
ss o 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 2:25
52 0 0 52 0
51 0 2 51 X X 2 Time
so o 0 50 0 To: 2:45
49 2 0 49 X X 2
48 2 1 48 X X X 3 Existing 47 2 I 47 X X X 3 Speed Limit: 45 MPH 46 1 1 46 X X 2
45 2 0 45 X X 2 *
44 1 4 44 X XXXX 5 *
43 3 6 43 XXX XXXXXX 9 *
42 4 6 42 XXXX XXXXXX 10 P
41 4 3 41 XXXX X X X 7 A Eastbound Westbound Combined Statistics 40 4 3 40 XXXX XXX 7 C %Over Pace: 14% 10% 12% 39 7 6 39 XXXXXXX XXXXXX 13 E
38 3 6 38 X X X XXXXXX 9 * %In Pace: 80% 88% 83% 37 6 8 37 XXXXXX XXXXXXXX 14 *
36 6 1 36 XXXXXX X 7 * %Under Pace: 6% 2% 5% 3s 1 1 35 X X 2
34 2 I 34 X X X 3 Average Speed: 40 MPH 41 MPH 41 MPH 33 0 0 33 0
32 0 0 32 0 Pace Speed: 36 - 45 MPH 35 - 44 MPH 36 - 45 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile/Critical Speed: 36 MPH 37 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile/Critical Speed: 39 MPH 40 MPH 40 MPH 26 0 0 26 0
zs o 0 25 0 85th Percentile/Critical Speed: 45 MPH 44 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
20 0 0 20 o Counts Unlimited,Inc. 19 0 0 19 0 ''� ,
s o 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 ::- 'c. Corona,CA 92880 1s 0 0 15 0 *,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 196 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: Foothill Boulevard 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Limits: Euclid Avenue-San Antonio Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 3/21/24
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:30
52 i 0 52 X 1
51 0 0 51 0 Time
so 0 0 50 0 To: 10:50
49 0 1 49 X 1
48 3 1 48 X X X X 4 Existing 47 2 I 47 X X X 3 Speed Limit: 45 MPH 46 2 1 46 X X X 3
45 1 2 45 X X X 3
44 3 5 44 XXX XXXXX 8 *
43 3 4 43 XXX XXXX 7 *
42 3 5 42 XXX XXXXX 8 *
41 4 2 41 XXXX X X 6 P Eastbound Westbound Combined Statistics ao 5 6 40 XXXXX XXXXXX 11 A %Over Pace: 12% 8% 15% 39 7 4 39 XXXXXXX XXXX 11 C
38 5 4 38 XXXXX XXXX 9 E %In Pace: 78% 86% 82% 37 6 8 37 XXXXXX XXXXXXXX 14 *
36 0 3 36 X X X 3 * %Under Pace: 10% 6% 3% 35 3 2 35 XXX XX 5 *
34 1 0 34 X 1 Average Speed: 41 MPH 40 MPH 41 MPH 33 0 1 33 X 1
32 1 0 32 X 1 Pace Speed: 37 - 46 MPH 36 - 45 MPH 35 - 44 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile I Critical Speed: 37 MPH 37 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile I Critical Speed: 40 MPH 40 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile I Critical Speed: 46 MPH 44 MPH 45 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 ,,,„ Radar Survey Conducted By:
21 0 0 21 0 ' --
zo o 0 20 0 " '_ Counts Unlimited,Inc. 19 0 0 19 0
18 0 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 ,-' ,ra*4eyn a Corona,CA 92880 1s 0 0 15 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 197 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: Foothill Boulevard 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Monte Vista Avenue-Euclid Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 11/9/22
56 0 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 11:40
52 0 0 52 0
51 0 0 51 0 Time
so o 0 50 0 To: 12:00
49 1 0 49 X 1
48 0 1 48 X 1 Existing
47 0 0 47 0 Speed Limit: 45 MPH 46 0 1 46 X 1
45 3 2 45 X X X X X 5
44 2 1 44 X X X 3
43 2 0 43 X X 2
42 7 1 42 XXXXXXX X 8 *
41 4 2 41 XXXX X X 6 * Eastbound Westbound Combined Statistics 40 2 I 40 X X X 3 * %Over Pace: 12% 18% 13% 3s 5 0 39 XXXXX 5 P
38 2 4 38 X X XXXX 6 A %In Pace: 78% 82% 76% 37 2 8 37 XX XXXXXXXX 10 C
36 5 9 36 XXXXX XXXXXXXXX 14 E %Under Pace: 10% 0% 11% 35 3 4 35 XXX XXXX 7 *
34 7 7 34 XXXXXXX XXXXXXX 14 * Average Speed: 38 MPH 36 MPH 37 MPH 33 1 2 33 X X X 3 *
32 2 2 32 X X X X 4 Pace Speed: 34 - 43 MPH 29 - 38 MPH 33 - 42 MPH 31 1 3 31 X XXX 4
30 1 1 30 X X 2
29 0 1 29 X 1 15th Percentile/Critical Speed: 34 MPH 33 MPH 34 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile/Critical Speed: 39 MPH 36 MPH 37 MPH 26 0 0 26 0
zs o 0 25 0 85th Percentile/Critical Speed: 43 MPH 41 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
20 0 0 20 o Counts Unlimited,Inc. s o 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 ::- 'c. Corona,CA 92880 1s 0 0 15 0 *,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 198 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: Grove Avenue 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: 15th Street-Foothill Boulevard 52 0 0 52 0
51 0 0 51 0
so o 0 50 0 Weather: Clear
49 0 0 49 0
48 0 1 48 X 1
47 0 I 47 X 1 Date: 12/7/22 46 0 0 46 0
45 0 2 45 X X 2
44 0 0 44 0 Time
43 0 2 43 X X 2 From: 11:40 42 3 2 42 X X X X X 5
41 2 0 41 X X 2 Time
40 1 I 40 X X 2 * To: 12:15 39 1 6 39 X XXXXXX 7 *
38 3 5 38 X X X XXXXX 8 * Existing 37 3 6 37 X X X XXXXXX 9 P Speed Limit: 30 MPH 36 6 3 36 XXXXXX XXX 9 A
35 4 3 35 XXXX XXX 7 C
34 9 5 34 XXXXXXXXX XXXXX 14 E
33 1 1 33 X X 2 *
32 5 6 32 XXXXX XXXXXX 11 *
31 4 2 31 XXXX X X 6 * Northbound Southbound Combined Statistics 30 1 I 30 X X 2 %Over Pace: 14% 16% 13% 29 3 0 29 XXX 3
28 2 I 28 X X X 3 %In Pace: 78% 76% 75% 27 1 1 27 X X 2
26 0 I 26 X 1 %Under Pace: 8% 8% 12% 25 1 0 25 X 1
24 0 0 24 0 Average Speed: 34 MPH 36 MPH 35 MPH 23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38 MPH 31 - 40 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile/Critical Speed: 30 MPH 32 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 34 MPH 37 MPH 35 MPH 16 0 0 16 0
1s o 0 15 0 85th Percentile/Critical Speed: 38 MPH 42 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
n o 0 11 0 Jl
10 o 0 10 o Counts Unlimited,Inc. 8 o 0 8 o PO Box 1178
7 0 0 7 0
6 0 0 6 0 *- c Corona,CA 92880 5 o 0 5 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 199 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: Mildura Avenue 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Benson Avenue-Mountain Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 1 48 X 1
47 0 0 47 0 Date: 10/25/22
46 0 0 46 0
45 1 2 45 X XX 3
44 1 0 44 X 1 Time
43 1 4 43 X XXXX 5 From: 11:05 42 1 1 42 X X 2
41 1 4 41 X XXXX 5 Time
40 3 2 40 XXX X X 5 * To: 12:05 39 2 2 39 X X XX 4 *
38 3 5 38 XXX X XX XX 8 * Existing 37 5 2 37 XX XX X XX 7 P Speed Limit: 30 MPH 3s 1 5 36 X XXXXX 6 A
35 4 5 35 XXXX XXXXX 9 C
34 5 1 34 XXXXX X 6 E
33 7 4 33 XXXXXXX XXXX 11 *
32 8 4 32 XXXXXXXX XXXX 12 *
31 3 5 31 XXX X XX XX 8 * Northbound Southbound Combined Statistics 30 2 1 30 XX X 3 %Over Pace: 10% 24% 17% 29 0 1 29 X 1
28 1 0 28 X 1 %In Pace: 82% 70% 76% 27 1 1 27 X X 2
26 0 0 26 0 %Under Pace: 8% 6% 7% 25 0 0 25 0
24 0 0 24 0 Average Speed: 35 MPH 37 MPH 36 MPH 23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40 MPH 31 - 40 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile/Critical Speed: 32 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 34 MPH 36 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile/Critical Speed: 40 MPH 42 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
11 o 0 11 0 - . ;)' -
10 o 0 10 o Counts Unlimited,Inc. 9 ' 0 ' 0 9 0 ';'� ;
8 o 0 8 o PO Box 1178
7 0 0 7 0
s 0 0 6 0 ::- Vir;. Corona,CA 92880 5 o 0 5 0 *,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 200 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: Monte Vista Avenue 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Foothill Boulevard-Richton Street 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 12/7/22
56 0 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 9:00
52 0 0 52 0
51 0 0 51 0 Time
so o 0 50 0 To: 9:20
49 o 1 49 X 1
48 0 1 48 X 1 Existing
47 0 2 47 X X 2 Speed Limit: 45 MPH 46 0 3 46 XXX 3
45 3 3 45 XXX XXX 6
44 2 2 44 X X X X 4 *
43 5 4 43 XXXXX XXXX 9 *
42 1 3 42 X XXX 4 *
41 2 2 41 X X X X 4 P Northbound Southbound Combined Statistics 40 4 7 40 XXXX XXXXXXX 11 A %Over Pace: 6% 14% 13% 39 4 7 39 XXXX XXXXXXX 11 C
38 11 3 38 XXXXXXXXXXX XXX 14 E %In Pace: 86% 80% 81% 37 5 4 37 XXXXX XXXX 9 *
36 3 5 36 X X X XXXXX 8 * %Under Pace: 8% 6% 6% 35 6 1 35 XX XX XX X 7 *
34 2 0 34 X X 2 Average Speed: 39 MPH 41 MPH 40 MPH 33 1 0 33 X 1
32 1 2 32 X X X 3 Pace Speed: 35 - 44 MPH 36 - 45 MPH 35 - 44 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile/Critical Speed: 35 MPH 36 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile/Critical Speed: 38 MPH 40 MPH 39 MPH 26 0 0 26 0
zs o 0 25 0 85th Percentile/Critical Speed: 43 MPH 45 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 ;)' -
20 0 0 20 o Counts Unlimited,Inc. 19 0 0 19 0 ''� ,
s o 0 18 0 PO Box 1178
n 0 0 17 0
16 0 0 16 0 ::- 'c. Corona,CA 92880 15 0 0 15 0 *,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 201 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: Mountain Avenue 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: 16th Street-Foothill Boulevard 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 12/7/22
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 1:55
52 0 1 52 X 1
51 1 1 51 X X 2 Time
so 0 0 50 0 To: 2:15
49 2 2 49 XX XX 4
48 1 1 48 X X 2 Existing 47 1 3 47 X X X X 4 Speed Limit: 45 MPH 46 3 1 46 XXX X 4 *
45 3 5 45 XXX XXXXX 8 *
44 1 6 44 X XXXXXX 7 *
43 7 4 43 XXXXXXX XXXX 11 P
42 3 4 42 XXX XXXX 7 A
41 3 4 41 X X X XXXX 7 C Northbound Southbound Combined Statistics ao 9 a 40 XXXXXXXXX XXXX 13 E %Over Pace: 10% 10% 13% 39 8 3 39 XXXXXXXX XXX 11 *
38 0 3 38 X X X 3 * %In Pace: 80% 74% 77% 37 3 3 37 XXX XXX 6 *
36 2 1 36 X X X 3 %Under Pace: 10% 16% 10% 35 3 3 35 XXX XXX 6
34 0 I 34 X 1 Average Speed: 41 MPH 42 MPH 42 MPH 33 0 0 33 0
32 0 0 32 0 Pace Speed: 37 - 46 MPH 38 - 47 MPH 37 - 46 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile I Critical Speed: 37 MPH 37 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile I Critical Speed: 40 MPH 42 MPH 41 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile I Critical Speed: 46 MPH 47 MPH 46 MPH 24 0 0 24 0 _
23 0 0 23 0
22 0 0 22 0 ,,„ Radar Survey Conducted By:
21 0 0 21 0
'_ Counts Unlimited,Inc.
zo o 0 20 0
19 0 0 19 0 IIPM
18 0 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 ,-c' ,ra*4e W yn a Corona,CA 92880 15 0 0 15 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 202 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: Mountain Avenue 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: 24th Street-16th Street 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 1 0 58 X 1
57 1 0 57 X 1 Date: 10/25/22 56 1 0 56 X 1
55 3 0 55 XXX 3
54 2 0 54 X X 2 Time
53 1 I 53 X X 2 From: 1:00 52 2 2 52 X X X X 4
51 3 0 51 X X X 3 Time
50 3 4 50 XXX XXXX 7 * To: 1:20 49 0 2 49 X X 2 *
48 5 4 48 XXXXX XXXX 9 * Existing
47 6 3 47 X X X X X X X X X 9 P Speed Limit: 45 MPH 46 4 4 46 XXXX XXXX 8 A
45 3 6 45 XXX XXXXXX 9 C
44 3 4 44 XXX XXXX 7 E
43 3 2 43 XXX XX 5 *
42 3 5 42 XXX XXXXX 8 *
41 1 3 41 X X X X 4 * Northbound Southbound Combined Statistics 40 2 2 40 X X X X 4 %Over Pace: 22% 6% 17% 3s o 0 39 0
38 1 I 38 X X 2 %In Pace: 66% 74% 68% 37 2 0 37 X X 2
36 0 2 36 X X 2 %Under Pace: 12% 20% 15% 35 0 0 35 0
34 0 2 34 X X 2 Average Speed: 47 MPH 44 MPH 46 MPH 33 0 , 33 X 1
32 0 2 32 X X 2 Pace Speed: 42 - 51 MPH 41 - 50 MPH 41 - 50 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile I Critical Speed: 42 MPH 38 MPH 40 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile I Critical Speed: 47 MPH 45 MPH 46 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile I Critical Speed: 54 MPH 49 MPH 51 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 Counts Unlimited,Inc. 20 0 0 20 0 °"
18 0 0 18 p ' PO Box 1178 17 0 0 17 0 ,�.,..
16 0 0 16 0 ,4,;' '1` ,ti' a Corona,CA 92880 15 0 0 15 0 '
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 203 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: Mountain Avenue 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Foothill Boulevard-Interstate 10 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 12/7/22
56 o 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:45
52 0 0 52 0
51 0 0 51 0 Time
so 0 0 50 0 To: 10:00
49 1 2 49 X X X 3
48 1 3 48 X X X X 4 Existing 47 3 I 47 X X X X 4 Speed Limit: 40 MPH 46 • 2 4 46 X X XXXX 6
as 1 1 45 X X 2 *
44 1 5 44 X XXXXX 6 *
43 6 3 43 XXXXXX XXX 9 *
42 3 2 42 XXX XX 5 P
41 5 8 41 XXXXX XXXXXXXX 13 A Northbound Southbound Combined Statistics 40 4 7 40 XXXX XXXXXXX 11 C %Over Pace: 16% 20% 17% 39 4 4 39 XXXX XXXX 8 E
38 6 1 38 XXXXXX X 7 * %In Pace: 80% 78% 78% 37 4 3 37 XXXX XXX 7 *
3s 5 5 36 XXXXX XXXXX 10 * %Under Pace: 4% 2% 5% 35 2 0 35 X X 2
34 1 I 34 X X 2 Average Speed: 40 MPH 42 MPH 41 MPH 33 0 0 33 0
32 0 0 32 0 Pace Speed: 35 - 44 MPH 36 - 45 MPH 36 - 45 MPH 31 1 0 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile I Critical Speed: 36 MPH 37 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile I Critical Speed: 40 MPH 41 MPH 41 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile I Critical Speed: 45 MPH 46 MPH 46 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
zo o 0 20 0
Counts Unlimited,Inc.
19 0 0 19 0 ititfiriPO Box 1178 18 0 0 18 0 i,,; 3
17 0 0 17 0
16 0 0 16 0 ,000-5-44,VIINtv
i Corona,CA 92880
1s o 0 15 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 204 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: San Antonio Avenue 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: 24th Street-Foothill Boulevard 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 10/25/22
56 0 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 1.25
52 0 0 52 0
51 0 0 51 0 Time
so o 0 50 0 To: 1:55
49 o 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 35 MPH 46 0 0 46 0
as o 0 45 0
44 1 4 44 X XXXX 5
43 4 4 43 XXXX XXXX 8
42 4 t 42 XXXX X 5
41 2 4 41 X X XXXX 6 * Northbound Southbound Combined Statistics 40 2 9 40 XX XXXXXXXXX 11 * %Over Pace: 10% 18% 18% 39 2 2 39 X X X X 4 *
38 5 7 38 XXXXX XXXXXXX 12 P %In Pace: 70% 78% 72% 37 2 3 37 X X X X X 5 A
36 6 0 36 XXXXXX 6 C %Under Pace: 20% 4% 10% 35 4 3 35 XXXX XXX 7 E
34 3 3 34 X X X X X X 6 * Average Speed: 36 MPH 38 MPH 37 MPH 33 5 4 33 XXXXX XXXX 9 *
32 2 4 32 X X XXXX 6 * Pace Speed: 33 - 42 MPH 32 - 41 MPH 32 - 41 MPH 31 4 2 31 XXXX X X 6
30 1 0 30 X 1
29 2 0 29 X X 2 15th Percentile/Critical Speed: 31 MPH 33 MPH 32 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile/Critical Speed: 36 MPH 38 MPH 38 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile/Critical Speed: 42 MPH 43 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
zt 0 0 21 0
zo o 0 20 0 Counts Unlimited,Inc. 19 0 0 19 0 (�,:': ,; +
s o 0 18 0 , PO Box 1178 n 0 0 17 0
16 0 0 16 0 ''. Corona,CA 92880 is o 0 15 0 ,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 205 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: San Antonio Avenue 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Foothill Boulevard-Interstate 10 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 12/7/22
56 0 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 10:05
52 0 0 52 0
51 0 0 51 0 Time
5o o 0 50 0 To: 10:25
49 o 1 49 X 1
48 0 0 48 0 Existing
47 1 0 47 X 1 Speed Limit: 35 MPH 46 2 1 46 X X X 3
45 1 2 45 X XX 3
44 1 4 44 X XXXX 5 *
43 4 3 43 XXXX XXX 7 *
42 2 6 42 XX XXXXXX 8 *
41 5 3 41 XX XX X XXX 8 P Northbound Southbound Combined Statistics 40 2 7 40 XX X XX XX XX 9 A %Over Pace: 10% 8% 8% 39 4 3 39 XXXX XXX 7 C
38 3 7 38 XXX X XX XX XX 10 E %In Pace: 76% 90% 80% 37 3 4 37 XXX XXXX 7 *
36 4 4 36 XX XX X XX X 8 * %Under Pace: 14% 2% 12% 35 7 4 35 XXXXXXX XXXX 11 *
34 4 0 34 XX XX 4 Average Speed: 38 MPH 40 MPH 39 MPH 33 2 1 33 XX X 3
32 3 0 32 XXX 3 Pace Speed: 34 - 43 MPH 35 - 44 MPH 35 - 44 MPH 31 1 0 31 X 1
30 1 0 30 X 1
29 0 0 29 0 15th Percentile/Critical Speed: 34 MPH 36 MPH 35 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile/Critical Speed: 37 MPH 40 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile/Critical Speed: 43 MPH 44 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 )' -
20 0 0 20 o Counts Unlimited,Inc. 19 0 0 19 0 ''� ,
s o 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 ::- 'c. Corona,CA 92880 1s 0 0 15 0 *,
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 206 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: San Bernardino Road 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Arrow Highway-Grove Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 11/10/22
56 0 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 2:45
52 0 0 52 0
51 0 0 51 0 Time
so o 0 50 0 To: 3:05
49 o 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 35 MPH 46 0 0 46 0
45 1 0 45 X 1
44 0 3 44 XXX 3
43 0 0 43 0
42 o 1 42 X 1
41 1 3 41 X X X X 4 Eastbound Westbound Combined Statistics 40 2 3 40 X X X X X 5 * %Over Pace: 10% 6% 9% 39 1 4 39 X XXXX 5 *
38 4 6 38 XXXX XXXXXX 10 * %In Pace: 90% 84% 83% 37 5 4 37 XXXXX XXXX 9 P
36 6 6 36 XXXXXX XXXXXX 12 A %Under Pace: 0% 10% 8% 35 3 6 35 XXX XXXXXX 9 C
34 5 5 34 XXXXX XXXXX 10 E Average Speed: 35 MPH 37 _MPH 36 MPH 33 8 4 33 XXXXXXXX XXXX 12 *
32 6 0 32 XXXXXX 6 * Pace Speed: 29 - 38 MPH 33 - 42 MPH 31 - 40 MPH 31 3 2 31 XXX X X 5 *
30 2 0 30 X X 2
29 3 2 29 X X X X X 5 15th Percentile/Critical Speed: 31 MPH 33 MPH 32 MPH 28 0 1 28 X 1
27 0 0 27 0 50th Percentile/Critical Speed: 34 MPH 36 MPH 35 MPH 26 0 0 26 0
25 o 0 25 0 85th Percentile/Critical Speed: 38 MPH 40 MPH 39 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 Jl
20 0 0 20 o Counts Unlimited,Inc. 19 0 0 19 0 .;' ; ;
s o 0 18 0 PO Box 1178
17 0 0 17 0
16 0 0 16 0 *- 'c Corona,CA 92880 1s o 0 15 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 207 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed NB SB Northbound Southbound VEH. Location: Tanglewood Avenue 65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Colonies Parkway-16th Street 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date: 12/7/22
ss o 0 56 0
55 0 0 55 0
54 o 0 54 0 Time
53 0 0 53 0 From: 12:35
52 0 0 52 0
51 0 0 51 0 Time
so o 0 50 0 To: 1:05
49 o 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 35 MPH 46 0 t 46 X 1
as o 0 45 0
44 1 0 44 X 1
43 0 0 43 0
42 2 5 42 XX XXXXX 7
41 3 1 41 X X X X 4 Northbound Southbound Combined Statistics 40 1 1 40 X X 2 * %Over Pace: 6% 14% 13% 39 4 8 39 XXXX XXXXXXXX 12 *
38 2 2 38 X X X X 4 * %In Pace: 84% 76% 79% 37 6 7 37 XXXXXX XXXXXXX 13 P
36 9 4 36 XXXXXXXXX XXXX 13 A %Under Pace: 10% 10% 8% 35 7 3 35 XXXXXXX XXX 10 C
34 5 3 34 XXXXX X X X 8 E Average Speed: 36 MPH 36 MPH 36 MPH 33 2 2 33 X X X X 4 *
32 3 4 32 X X X XXXX 7 * Pace Speed: 32 - 41 MPH 31 - 40 MPH 31 - 40 MPH 31 2 4 31 X X XXXX 6 *
30 1 t 30 X X 2
29 0 2 29 X X 2 15th Percentile/Critical Speed: 32 MPH 31 MPH 32 MPH 28 1 0 28 X 1
27 1 I 27 X X 2 50th Percentile/Critical Speed: 36 MPH 36 MPH 36 MPH 26 0 0 26 0
25 0 I 25 X 1 85th Percentile/Critical Speed: 39 MPH 40 MPH 39 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0 Radar Survey Conducted By:
21 0 0 21 0 Jl
20 0 0 20 o Counts Unlimited,Inc. 19 0 0 19 0 .;' ; ;
s o 0 18 0 PO Box 1178
n 0 0 17 0
16 0 0 16 0 *- . Corona,CA 92880 is 0 0 15 0
Total 50 50
GRAND TOTALS 100 T 951-268-6268 F 951-268-6267

Page 208 of 705 ends

City of Upland
Radar Speed Survey
MPH Vehicles Surveyed TOT.

Speed EB WB Eastbound Westbound VEH. Location: Arrow Highway 55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Limits: East of Shasta Way 52 0 0 52 0
51 0 0 51 0
50 1 0 50 X 1 Weather: Clear 49 o 1 49 X 1
48 0 0 48 0
47 1 0 47 X 1 Date: 9/12/23 46 3 1 46 XXX X 4
45 0 1 45 X 1
44 2 0 44 XX 2 Time
43 5 4 43 XXXXX XXXX 9 * From: 10:45 42 2 6 42 XX XXXXXX 8
41 6 7 41 XXXXXX XXXXXXX 13 * Time
4o 5 3 40 XXXXX XXX 8 P To: 11:30 as 10 9 39 XXXXXXXXXX XXXXXXXXX 19 A
38 16 10 38 XXXXXXXXXXXXXXXXXXXXXXXXX 26 C Existing 37 11 11 37 XXXXXXXXXXX XXXXXXXXXXX 22 E Speed Limit: 40 MPH 36 10 9 36 XXXXXXXXXX XXXXXXXXX 19
35 11 9 35 XXXXXXXXXXX XXXXXXXXX 20
34 1 13 34 X XXXXXXXXXXXXX 14
33 4 4 33 XXXX XXXX 8
32 5 2 32 XXXXX XX 7
31 3 5 31 XXX X XX XX 8 Eastbound Westbound Combined Statistics 30 2 2 30 XX XX 4 %Over Pace: 14% 3% 5% 29 1 2 29 X XX 3
28 1 0 28 X 1 %In Pace: 79% 81% 79% 27 0 0 27 0
26 0 0 26 0 %Under Pace: 7% 16% 16% 25 0 0 25 0
24 0 0 24 0 Average Speed: 38 MPH 37 MPH 37 MPH 23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41 MPH 34 - 43 MPH 34 - 43 MPH 21 0 0 21 0
20 0 0 20 0
1s o 0 19 0 15th Percentile/Critical Speed: 33 MPH 33 MPH 33 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile/Critical Speed: 38 MPH 37 MPH 37 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile/Critical Speed: 41 MPH 41 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0 Radar Survey Conducted By:
11 0 0 11 0 Counts Unlimited,Inc. 10 0 0 10 0 9 0 1 9 X 1 itt/t # ill l PO Box 1178
6 0 0 8 0
7 0 0 7 0
6 0 0 6 0 aya°°g25y04. Corona,CA 92880 5 0 0 5 0
Total 100 100 GRAND TOTALS 200 T 951-268-6268 F 951-268-6267

Page 209 of 705 ends

of Upt
..ado 2024 Citywide Engineering and Traffic Speed Surveys City of Upland
c.RtiFna�
APPENDIX C — Collision Data and Rates
DecembeFr'age4210 of 705

City of Upland
From 8/1/2020 to 8/1/2023
Total Collisions: 0 Collision Summary Report 10/14/24 Injury Collisions: 0
Fatal Collisions: 0
24TH ST from WATER ST to MOUNTAIN AVE Page 1 of 1 Segment Length: 0.54 miles(2,858')
Collisions per mile: 0.00
Settings for Query:

Segment: 24TH ST between WATER ST and MOUNTAIN AVE
Include Intersection Related at Limit 1 (WATER ST): True Include Intersection Related at Limit 2 (MOUNTAIN AVE): True Include Intersection Related at Intermediate Intersections: True Sorted By: Date and Time

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City of Upland
From 8/1/2020 to 8/1/2023
Total Collisions: 0 Collision Summary Report 10/14/24 Injury Collisions: 0
Fatal Collisions: 0
24TH ST from SAN ANTONIO AVE to FOX RIDGE WAY Page 1 of 1 Segment Length: 1.16 miles(6,135')
Collisions per mile: 0.00
Settings for Query:

Segment: 24TH ST between SAN ANTONIO AVE and FOX RIDGE WAY Include Intersection Related at Limit 1 (SAN ANTONIO AVE): True Include Intersection Related at Limit 2 (FOX RIDGE WAY): True Include Intersection Related at Intermediate Intersections: True Sorted By: Date and Time

Page 212 of 705 ends

City of Upland
From 8/1/2020 to 8/1/2023
Total Collisions: 20 Collision Summary Report 10/14/24 Injury Collisions: 19
Fatal Collisions: 0
23RD ST from MOUNTAIN AVE to CAMPUS AVE Page 1 of 4 20230016 8/17/2020 21:05 Monday EUCLID AVE-23RD ST 0.5 0' Direction: Not Stated Dark-Street Lig Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21802(A) Hit& Run: No Other Visible Injury #lnj: 2 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age:37 2007 CHEVROLET UPLANDER Mini Van Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight M Age: 18 2010 MERCEDES-BENZ GLK Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 20234019 8/21/2020 15:59 Friday 23RD ST-MOUNTAIN AVE 0.25 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Hit Object Fixed Object Driving Under Influence 23152(A) Hit& Run: No Property Damage Only #Inj:0 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age:45 2013 TOYOTA TACOMA Pickups&Panels Veh Type: Sobriety: HBD Under Influenc Assoc Factor:Violation Unknown Cell Phone Not In Use 20247005 9/3/2020 08:12 Thursday EUCLID AVE-23RD ST 0.5 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21802(A) Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age:74 2015 MERCEDES-BENZ GLA250 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight F Age:50 2015 LEXUS GX460 Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 20281025 10/7/2020 19:34 Wednesday EUCLID AVE-23RD ST 0' Direction: Not Stated Dark-Street Lig Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 0.5 21802(A) Hit& Run: No Complaint of Pain #lnj: 3 #Killed:0 Party 1 Driver EAST Proceeding Straight F Age: 19 2019 KIA RIO Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight M Age:67 2017 LAND ROVER RANGE ROVER Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 20315013 11/10/2020 17:39 Tuesday MOUNTAIN AVE 23RD ST 0.25 0' Direction: Not Stated Dark-Street Lig Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21804(A) Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver NORT Proceeding Straight M Age:31 2015 MAZDA MAZDA3 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Hazardous Material Party 2 Driver EAST Proceeding Straight M Age: 23 2020 HONDA ACCORD Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Hazardous Material 20358005 12/23/2020 10:32 Wednesday EUCLID AVE-23RD ST 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 0.5 21802(A) Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver EAST Proceeding Straight F Age:69 2016 SUBARU FORESTER Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use

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23RD ST from MOUNTAIN AVE to CAMPUS AVE Page 2 of 4 Party 2 Driver SOUT Proceeding Straight F Age: 26 1996 HONDA CIVIC Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21007007 1/7/2021 18:35 Thursday MOUNTAIN AVE 23RD ST 0.25 0' Direction: Not Stated Dark-Street Lig Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 22450(A) Hit& Run: No Complaint of Pain #Inj: 2 #Killed:0 Party 1 Driver NORT Proceeding Straight F Age:32 2020 TOYOTA COROLLA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver WEST Making Left Turn F Age:55 2019 VOLKSWAGEN TIGUAN Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21040016 2/9/2021 13:55 Tuesday 23RD ST-MOUNTAIN AVE 0.25 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21802(A) Hit& Run: No Complaint of Pain #Inj: 2 #Killed:0 Party 1 Driver NORT Stopped In Road F Age:56 2021 CHEVROLET MALIBU Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver EAST Proceeding Straight M Age:72 2016 CHEVROLET SILVERADO Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21064012 3/5/2021 16:29 Friday 23RD ST-EUCLID AVE 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Bicycle Auto R/W Violation 0.5 21802(A) Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0 Party 1 Driver WEST Proceeding Straight M Age:47 2012 FORD F-250 Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Bicyclist NORT Proceeding Straight F Age:35 SCOTT CONTESSA Bicycle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Cell Phone Not In Use 21143023 5/23/2021 22:06 Sunday 23RD ST MOUNTAIN AVE 0.25 0' Direction: Not Stated Dark-Street Lig Clear Pty at Fault:1 Broadside Parked Motor Vehicle Traffic Signals and Signs 22450(A) Hit& Run: No Other Visible Injury #Inj: 2 #Killed:0 Party 1 Driver NORT Proceeding Straight M Age: 24 2012 CHEVROLET CAMARO Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver WEST Making Left Turn F Age:62 2017 HYUNDAI ACCENT Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21193036 7/12/2021 23:26 Monday MOUNTAIN AVE 23RD ST0.25 0' Direction: Not Stated Dark-Street Lig Clear Pty at Fault:1 Broadside Other Motor Vehicle Driving Under Influence 23152(A) Hit& Run: Felony Other Visible Injury #Inj: 2 #Killed:0 Party 1 Driver SOUT Proceeding Straight M Age: 23 2007 BMW 3201 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HBD Under Influenc Assoc Factor:Violation Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver NORT Making Left Turn M Age:61 2014 MERCEDES-BENZ E350 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21195019 7/14/2021 17:23 Wednesday EUCLID AVE-23RD ST 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 0.5 21802(A) Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age:43 2016 FORD TRANSIT-250 Mini Van Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight M Age: 27 1987 SUZUKI SAMURAI Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21282016 10/9/2021 19:30 Saturday EUCLID AVE-23RD ST 0' Direction: Not Stated Dark-Street Lig Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 0.5 21802(A) Hit& Run: No Complaint of Pain #Inj: 2 #Killed:0

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23RD ST from MOUNTAIN AVE to CAMPUS AVE Page 3 of 4 Party 1 Driver EAST Proceeding Straight M Age:61 2021 TESLA 3 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight M Age: 19 2009 BMW 328 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22127017 5/7/2022 17:27 Saturday EUCLID AVE 23RD ST 0.5 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21802(A) Hit& Run: No Other Visible Injury #Inj: 3 #Killed:0 Party 1 Driver EAST Entering Traffic M Age:45 2007 NISSAN SENTRA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight F Age:73 2004 FORD CROWN VICTO Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22224003 8/12/2022 08:38 Friday 23RD ST-MOUNTAIN AVE 0.25 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Driving Under Influence 23152(A) Hit& Run: Misde Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver SOUT Proceeding Straight F Age: 24 2019 JEEP WRANGLER Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HBD Under Influenc Assoc Factor:Violation Unknown Not Stated Party 2 Driver WEST Making Left Turn F Age:60 2005 ACURA MDX Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap Belt Used Cell Phone Not In Use 22297015 10/24/2022 17:31 Monday SAN ANTONIO AVE-23RD ST 0.5 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 22450(A) Hit& Run: No Complaint of Pain #Inj: 2 #Killed:0 Party 1 Driver SOUT Proceeding Straight M Age:39 2016 NISSAN ROGUE Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: Inattention Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver WEST Proceeding Straight M Age:31 2021 HYUNDAI PALISADE Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 23011012 1/11/2023 13:02 Wednesday 23RD ST-EUCLID AVE 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Rear-End Other Motor Vehicle Traffic Signals and Signs 0'5 22450(A) Hit& Run: No Other Visible Injury #Inj: 2 #Killed:0 Party 1 Driver WEST Proceeding Straight F Age:48 2022 HYUNDAI ELANTRA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: Other Physical Impai Assoc Factor:Violation Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver WEST Stopped In Road F Age:57 2019 VOLVO XC 40 Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 23067003 3/8/2023 07:35 Wednesday EUCLID AVE-23RD ST 0' Direction: Not Stated Daylight Cloudy Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 0'S 21802(A) Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age:37 2005 TOYOTA 4RUNNER Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight F Age:64 2018 MITSUBISHI OUTLANDER Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 23071007 3/12/2023 09:59 Sunday EUCLID AVE 23RD ST 0.5 0' Direction: Not Stated Daylight Cloudy Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21802(A) Hit& Run: No Other Visible Injury #Inj: 2 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age: 27 2017 JEEP PATRIOT Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight F Age:34 2016 NISSAN VERSA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use

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23RD ST from MOUNTAIN AVE to CAMPUS AVE Page 4 of 4 23151022 5/31/2023 16:11 Wednesday 23RD ST-EUCLID AVE 0.5 0' Direction: Not Stated Daylight Raining Pty at Fault:1 Broadside Other Motor Vehicle Driving Under Influence 23152(A) Hit& Run: Felony Complaint of Pain #lnj: 1 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age:35 2007 JEEP CHEROKEE Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HBD Under Influenc Assoc Factor:Violation Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight F Age:54 2022 BMW 3401 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Segment Length: 1.55 miles(8,193')
Collisions per mile: 12.89 ALL COLLISIONS AT INSTERSECTIONS COLLISION RATE PER MVMT: 2.72
Settings for Query: AVG RATE: 1.07
Segment: 23RD ST between MOUNTAIN AVE and CAMPUS AVE
Include Intersection Related at Limit 1 (MOUNTAIN AVE): True Include Intersection Related at Limit 2(CAMPUS AVE): True Include Intersection Related at Intermediate Intersections: True Sorted By: Date and Time

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City of Upland
From 8/1/2020 to 8/1/2023
Total Collisions: 6 Collision Summary Report 10/14/24 Injury Collisions: 4
Fatal Collisions: 0
22ND ST from MOUNTAIN AVE to CAMPUS AVE Page 1 of 2 22010015 1/10/2022 15:56 Monday VALLEJO WAY-22ND ST 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Rear-End Parked Motor Vehicle Unsafe Starting or Backing 22106 Hit& Run: No Property Damage Only #Inj:0 #Killed:0 Party 1 Driver SOUT Backing F Age: 24 2013 MERCEDES-BENZ E-CLASS Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Parked Vehicle SOUT Parked Not Sta Age: 2014 VOLKSWAGEN JETTA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: Not Applicable Assoc Factor: None Apparent Not Stated 22040030 2/9/2022 22:31 Wednesday 22ND ST-BARBARA WAY 100' Direction: EAST Dark-Street Lig Clear Pty at Fault:1 Rear-End Parked Motor Vehicle Driving Under Influence 23152(A) Hit& Run: No Property Damage Only #Inj:0 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age:48 2000 TOYOTA TUNDRA Pickups&Panels Veh Type: Sobriety: HBD Under Influenc Assoc Factor:Violation Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Parked Vehicle WEST Parked Not Sta Age: 1995 DODGE RAM Pickups&Panels Veh Type: Sobriety: Not Applicable Assoc Factor: None Apparent Not Stated 22059014 2/28/2022 14:31 Monday 22ND ST-SAN ANTONIO AVE 35' Direction: EAST Daylight Clear Pty at Fault:1 Head-On Other Motor Vehicle Other Than Driver Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver WEST Traveling Wrong Way M Age:57 1998 CHEVROLET C3500 Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver EAST Proceeding Straight M Age:38 2020 TESLA DUAL MOTOR Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22071017 3/12/2022 17:05 Saturday 22ND ST-SAN ANTONIO AVE 10' Direction:WEST Daylight Clear Pty at Fault:0 Overturned Non-Collision Other Than Driver Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0 Party 1 Driver WEST Proceeding Straight F Age: 14 2022 SPARTAN Misc.Motor Vehicle(Snowmobile,Golf Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap Belt Used Cell Phone Not In Use 22104016 4/14/2022 18:36 Thursday EUCLID AVE 22ND ST 0.5 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21802(A) Hit& Run: No Severe Injury #Inj: 1 #Killed:0 Party 1 Driver WEST Proceeding Straight F Age:68 2011 BUICK ENCLAVE Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver NORT Proceeding Straight M Age: 26 2020 HARLEY DAVIDS MC Motorcycle Veh Type: Sobriety: Impairment Not Kno Assoc Factor: None Apparent M/C Helmet Driver-Yes Cell Phone Not In Use 22125020 5/5/2022 16:51 Thursday SAN ANTONIO AVE-22ND ST 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 0.5 21802(A) Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0 Party 1 Driver NORT Proceeding Straight M Age:81 2019 MERCEDES-BENZ E320 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use

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22ND ST from MOUNTAIN AVE to CAMPUS AVE Page 2 of 2 Party 2 Driver EAST Proceeding Straight M Age:72 2018 KIA OPTIMA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Segment Length: 1.57 miles(8,264')
Collisions per mile: 3.83
Settings for Query:

Segment: 22ND ST between MOUNTAIN AVE and CAMPUS AVE
Include Intersection Related at Limit 1 (MOUNTAIN AVE): True Include Intersection Related at Limit 2 (CAMPUS AVE): True Include Intersection Related at Intermediate Intersections: True Sorted By: Date and Time

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City of Upland
From 8/1/2020 to 8/1/2023
Total Collisions: 17 Collision Summary Report 10/14/24 Injury Collisions: 14
Fatal Collisions: 0
21ST ST from SAN ANTONIO AVE to CAMPUS AVE Page 1 of 3 20219015 8/6/2020 14:19 Thursday EUCLID AVE-21ST ST 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21802(A) Hit& Run: No Complaint of Pain #Inj: 2 #Killed:0 Party 1 Driver WEST Proceeding Straight M Age:72 2017 LEXUS RX350 Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver NORT Proceeding Straight F Age:83 2016 TOYOTA COROLLA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 20220015 8/7/2020 15:50 Friday EUCLID AVE-21ST ST 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21802(A) Hit& Run: Felony Other Visible Injury #Inj: 2 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age: 28 2007 CHEVROLET TAHOE Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight M Age:50 2007 FORD F-150 Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21195009 7/14/2021 10:44 Wednesday EUCLID AVE-21ST ST 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21802(A) Hit& Run: No Complaint of Pain #Inj: 2 #Killed:0 Party 1 Driver WEST Proceeding Straight F Age:75 2013 NISSAN SENTRA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver NORT Proceeding Straight F Age:56 2015 TOYOTA PRIUS Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21205021 7/24/2021 21:03 Saturday EUCLID AVE-21ST ST 0' Direction: Not Stated Dark-Street Lig Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21802(A) Hit& Run: No Complaint of Pain #Inj: 2 #Killed:0 Party 1 Driver WEST Entering Traffic F Age:43 2017 FORD EDGE Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver NORT Proceeding Straight M Age: 19 2007 BMW 530i Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21208025 7/27/2021 19:24 Tuesday EUCLID AVE-21ST ST 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21802(A) Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0 Party 1 Driver WEST Proceeding Straight F Age: 2021 TOYOTA COROLLA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver NORT Proceeding Straight M Age: 2019 FORD MUSTANG Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor:Violation Lap/Shoulder Harness Used Cell Phone Not In Use 21290003 10/17/2021 08:56 Sunday EUCLID AVE-21ST ST 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21802(A) Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0

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21ST ST from SAN ANTONIO AVE to CAMPUS AVE Page 2 of 3 Party 1 Driver EAST Proceeding Straight M Age:56 2020 PORSCHE MACAN GTS Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight F Age: 24 2012 KIA FORTE Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21329005 11/25/2021 16:00 Thursday 21ST ST-SAN ANTONIO AVE 0.25 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 22450(A) Hit& Run: No Complaint of Pain #Inj: 2 #Killed:0 Party 1 Driver SOUT Proceeding Straight M Age:54 2018 FORD FOCUS Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: Inattention Lap/Shoulder Harness Used Cell Phone Handheld In Use Party 2 Driver EAST Proceeding Straight F Age:41 2018 NISSAN PATHFINDER Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21344011 12/10/2021 13:13 Friday 21ST ST-EUCLID AVE 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21802(A) Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver WEST Stopped In Road M Age:77 2020 FORD EXPLORER Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight F Age: 21 2010 NISSAN ALTIMA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22026023 1/26/2022 18:37 Wednesday EUCLID AVE-21ST ST 0' Direction: Not Stated Dark-Street Lig Clear Pty at Fault:1 Vehicle- Pedestrian Pedestrian Ped R/W Violation 21950(A) Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver NORT Making Left Turn M Age:71 2019 CADILLAC ESCALADE Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Pedestrian WEST Not Stated M Age:41 Pedestrian Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Not Required Cell Phone Not In Use 22026024 1/26/2022 18:46 Wednesday EUCLID AVE-21ST ST 0' Direction: Not Stated Dark-No Street Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21802(A) Hit& Run: No Property Damage Only #Inj:0 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age:67 2008 CHEVROLET COLORADO Pickup and Camper Veh Type: Sobriety: HNBD Assoc Factor: Previous Collision Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver NORT Proceeding Straight F Age:47 2007 TOYOTA CAMRY Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: Previous Collision Lap/Shoulder Harness Used Cell Phone Not In Use Party 3 Parked Vehicle NORT Parked Not Sta Age: 2009 SPARTAN FIRE TRUCK Fire Truck Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Cell Phone Not In Use 22103010 4/13/2022 12:00 Wednesday EUCLID AVE-21ST ST 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 22450(A) Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver WEST Proceeding Straight F Age:41 2011 JEEP GRAND CHERO Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: Inattention Lap/Shoulder Harness Used Cell Phone Handsfree In Use Party 2 Driver SOUT Proceeding Straight F Age:56 2011 SUBARU FORESTER Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22286012 10/13/2022 14:37 Thursday EUCLID AVE-21ST ST 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21802(A) Hit& Run: No Other Visible Injury #Inj: 2 #Killed:0 Party 1 Driver EAST Proceeding Straight F Age: 28 2020 KIA SPORTAGE Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver NORT Proceeding Straight M Age:66 2021 JEEP CHEROKEE Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Page 220 of 705

21ST ST from SAN ANTONIO AVE to CAMPUS AVE Page 3 of 3 23074007 3/15/2023 13:03 Wednesday EUCLID AVE-21ST ST 0' Direction: Not Stated Daylight Raining Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21802(A) Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0 Party 1 Driver WEST Proceeding Straight M Age:65 2022 CHEVROLET SILVERADO Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver NORT Proceeding Straight M Age:30 2006 HONDA ACCORD Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 23076018 3/17/2023 17:30 Friday EUCLID AVE-21ST ST 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21800(B) Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver WEST Proceeding Straight F Age: 21 2023 HYUNDAI ELANTRA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight F Age:53 2016 MAZDA CX-5 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 23103018 4/13/2023 17:29 Thursday 21ST ST-EUCLID AVE 22' Direction:WEST Daylight Cloudy Pty at Fault:1 Rear-End Other Motor Vehicle Unsafe Speed 22350 Hit& Run: No Property Damage Only #Inj:0 #Killed:0 Party 1 Driver EAST Proceeding Straight F Age:56 2016 HONDA CIVIC Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver EAST Stopped In Road M Age:43 2016 FORD EXPLORER Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 23106009 4/16/2023 18:45 Sunday 21ST ST-VICTORIA AVE 18' Direction: EAST Daylight Clear Pty at Fault:1 Hit Object Fixed Object Improper Turning 22107 Hit& Run: No Property Damage Only #Inj:0 #Killed:0 Party 1 Driver EAST Other Unsafe Turning F Age:35 2023 TESLA Y Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 23134009 5/14/2023 16:40 Sunday EUCLID AVE-21ST ST 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21802(A) Hit& Run: No Other Visible Injury #Inj: 3 #Killed:0 Party 1 Driver EAST Proceeding Straight F Age:70 2007 FORD ESCAPE Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: Inattention Lap Belt Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight M Age:60 1987 PORSCHE 911 COUPE Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Segment Length: 1.03 miles(5,414')
Collisions per mile: 16.58
Settings for Query:

Segment: 21ST ST between SAN ANTONIO AVE and CAMPUS AVE Include Intersection Related at Limit 1 (SAN ANTONIO AVE): True Include Intersection Related at Limit 2 (CAMPUS AVE): True Include Intersection Related at Intermediate Intersections: True Sorted By: Date and Time

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City of Upland
From 8/1/2020 to 8/1/2023
Total Collisions: 6 Collision Summary Report 10/14/24 Injury Collisions: 4
Fatal Collisions: 0
21ST ST from MOUNTAIN AVE to SAN ANTONIO AVE Page 1 of 2 20276024 10/2/2020 21:10 Sunday 21ST ST-MOUNTAIN AVE 200' Direction: EAST Dark-Street Lig Clear Pty at Fault:2 Rear-End Other Motor Vehicle Driving Under Influence 23152(A) Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver EAST Parked F Age:36 2016 FORD FUSION Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Not Us Cell Phone Not In Use Party 2 Driver EAST Proceeding Straight M Age:61 2006 TOYOTA SCION Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HBD Under Influenc Assoc Factor:Violation Lap/Shoulder Harness Used Cell Phone Not In Use 20281016 10/7/2020 15:26 Wednesday 21ST ST-MOUNTAIN AVE 50' Direction: EAST Daylight Clear Pty at Fault:1 Broadside Motor Vehicle on Othe Improper Turning 22100(A) Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver EAST Making Right Turn M Age:73 2012 CANAM SPYDER Motorcycle Veh Type: Sobriety:Sleepy-Fatigued Assoc Factor: None Apparent M/C Helmet Driver-Yes Cell Phone Not In Use Party 2 Driver EAST Stopped In Road M Age: 25 2015 NISSAN TITAN Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21289015 10/16/2021 15:53 Saturday MOUNTAIN AVE-21ST ST 0' Direction: Not Stated Daylight Clear Pty at Fault:0

0.25 Broadside Other Motor Vehicle Unknown Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0 Party 1 Driver NORT Proceeding Straight F Age: 28 2013 FORD FOCUS Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver WEST Making Left Turn F Age:58 2021 TESLA MODEL 3 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21328008 11/24/2021 11:16 Wednesday 21ST ST-MOUNTAIN AVE 205' Direction: EAST Daylight Clear Pty at Fault:1 Hit Object Fixed Object Unsafe Speed 22350 Hit& Run: No Property Damage Only #Inj:0 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age: 28 2018 TESLA MODEL 3 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21329005 11/25/2021 16:00 Thursday 21ST ST-SAN ANTONIO AVE 0.25 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 22450(A) Hit& Run: No Complaint of Pain #Inj: 2 #Killed:0 Party 1 Driver SOUT Proceeding Straight M Age:54 2018 FORD FOCUS Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: Inattention Lap/Shoulder Harness Used Cell Phone Handheld In Use Party 2 Driver EAST Proceeding Straight F Age:41 2018 NISSAN PATHFINDER Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 23011007 1/11/2023 08:33 Wednesday 21ST ST-ALBRIGHT AVE(W) 24' Direction:WEST Daylight Cloudy Pty at Fault:1 Hit Object Fixed Object Unsafe Speed 22350 Hit& Run: No Property Damage Only #Inj:0 #Killed:0 Party 1 Driver WEST Proceeding Straight M Age:62 2001 CHEVROLET SILVERADO Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use

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21ST ST from MOUNTAIN AVE to SAN ANTONIO AVE Page 2 of 2 Segment Length: 0.54 miles(2,832')
Collisions per mile: 11.19
Settings for Query:

Segment: 21ST ST between MOUNTAIN AVE and SAN ANTONIO AVE Include Intersection Related at Limit 1 (MOUNTAIN AVE): True Include Intersection Related at Limit 2(SAN ANTONIO AVE): True Include Intersection Related at Intermediate Intersections: True Sorted By: Date and Time

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City of Upland
From 8/1/2020 to 8/1/2023
Total Collisions: 2 Collision Summary Report 10/14/24 Injury Collisions: 1
Fatal Collisions: 0
20TH ST from MOUNTAIN AVE to WINSTON CT Page 1 of 1 20344015 12/9/2020 14:26 Wednesday 20TH ST-FLOWER CT 32' Direction: EAST Daylight Clear Pty at Fault:1 Hit Object Fixed Object Unsafe Speed 22350 Hit& Run: Misde Property Damage Only #Inj:0 #Killed:0 Party 1 Driver EAST Making Left Turn F Age: 28 2011 FORD FOCUS Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HBD Impairment Un Assoc Factor:Violation Unknown Cell Phone Not In Use Party 2 Parked Vehicle EAST Parked Not Sta Age: 29 2009 LEXUS GS300 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: Not Applicable Assoc Factor: None Apparent Cell Phone Not In Use 22077010 3/18/2022 11:29 Friday EUCLID AVE-20TH ST 0' Direction: Not Stated Daylight Clear Pty at Fault:2 Rear-End Other Motor Vehicle Unsafe Speed 0'5 22350 Hit& Run: No Other Visible Injury #lnj: 1 #Killed:0 Party 1 Driver NORT Making Left Turn F Age: 23 2003 BUICK CENTURY Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver NORT Proceeding Straight M Age:50 2018 DODGE RAM Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Segment Length: 1.47 miles(7,764')
Collisions per mile: 1.36
Settings for Query:

Segment: 20TH ST between MOUNTAIN AVE and WINSTON CT
Include Intersection Related at Limit 1 (MOUNTAIN AVE): True Include Intersection Related at Limit 2 (WINSTON CT): True Include Intersection Related at Intermediate Intersections: True Sorted By: Date and Time

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City of Upland
From 8/1/2020 to 8/1/2023
Total Collisions: 6 Collision Summary Report 10/14/24 Injury Collisions: 5
Fatal Collisions: 0
20TH ST from CAMPUS AVE (W) to CAMPUS AVE (E) Page 1 of 2 21064015 3/5/2021 18:56 Friday 20TH ST-CAMPUS AVE(E) 0.67 0' Direction: Not Stated Dark-Street Lig Clear Pty at Fault:1 Head-On Other Motor Vehicle Unsafe Speed 22350 Hit& Run: No Complaint of Pain #Inj: 2 #Killed:0 Party 1 Driver WEST Stopped In Road F Age: 19 2020 HONDA CIVIC Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Stopped In Road M Age: 27 2013 TOYOTA SCION FRS Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21342004 12/8/2021 07:43 Wednesday 20TH ST-CAMPUS AVE(E) 873' Direction:WEST Daylight Clear Pty at Fault:1 Hit Object Fixed Object Improper Turning 22107 Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0 Party 1 Driver WEST Other Unsafe Turning M Age:42 2008 DODGE DAKOTA Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: Inattention Lap/Shoulder Harness Used Hazardous Material 22267001 9/24/2022 00:07 Saturday CAMPUS AVE-20TH ST(E) 0.67 0' Direction: Not Stated Dark-Street Lig Clear Pty at Fault:1 Overturned Non-Collision Unsafe Speed 22350 Hit& Run: No Other Visible Injury #Inj: 2 #Killed:0 Party 1 Driver WEST Other Unsafe Turning F Age: 18 2008 HONDA ACCORD Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22350022 12/16/2022 08:08 Friday 20TH ST-CAMPUS AVE(W) 60' Direction: EAST Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Improper Turning 22102 Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver WEST Making U Turn M Age: 25 2013 NISSAN ALTIMA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver WEST Proceeding Straight M Age:61 2022 TOYOTA RAV4 Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 23046003 2/15/2023 09:20 Wednesday 20TH ST-CAMPUS AVE(W) 557' Direction: EAST Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21801(B) Hit& Run: No Other Visible Injury #Inj: 2 #Killed:0 Party 1 Driver WEST Making U Turn M Age: 27 2000 HONDA ACCORD Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver WEST Proceeding Straight F Age:39 2020 LEXUS ES300 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 23106002 4/16/2023 02:18 Sunday 20TH ST-CAMPUS AVE(E) 426' Direction:WEST Dark-Street Lig Clear Pty at Fault:1 Hit Object Fixed Object Improper Turning 22107 Hit& Run: Misde Property Damage Only #Inj:0 #Killed:0 Party 1 Other EAST Proceeding Straight Not Sta Age: 2007 KIA SPORTAGE Sport Utility Vehicle Veh Type: Sobriety: Impairment Not Kno Assoc Factor: None Apparent Not Stated

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20TH ST from CAMPUS AVE (W) to CAMPUS AVE (E) Page 2 of 2 Segment Length: 0.42 miles(2,239')
Collisions per mile: 14.15
Settings for Query:

Segment: 20TH ST between CAMPUS AVE(W)and CAMPUS AVE(E) Include Intersection Related at Limit 1 (CAMPUS AVE(W)): True Include Intersection Related at Limit 2(CAMPUS AVE(E)): True Include Intersection Related at Intermediate Intersections: True Sorted By: Date and Time

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City of Upland
From 8/1/2020 to 8/1/2023
Total Collisions: 15 Collision Summary Report 10/14/24 Injury Collisions: 14
Fatal Collisions: 0
19TH ST from MOUNTAIN AVE to EUCLID AVE Page 1 of 3 20217013 8/4/2020 17:05 Tuesday MOUNTAIN AVE-19TH ST 0.25 0' Direction: Not Stated Daylight Clear Pty at Fault:0 Sideswipe Other Motor Vehicle Unknown Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0 Party 1 Driver SOUT Proceeding Straight F Age:77 2009 LEXUS RX350 Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Making Left Turn F Age: 20 2007 MERCEDES-BENZ E350 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21055011 2/24/2021 12:42 Wednesday 19TH ST-EUCLID AVE 0,25 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 21453(A) Hit& Run: Misde Complaint of Pain #Inj: 2 #Killed:0 Party 1 Driver NORT Proceeding Straight F Age: 2020 HYUNDAI SANTA FE Sport Utility Vehicle Veh Type: Sobriety: Impairment Not Kno Assoc Factor: None Apparent Cell Phone Not In Use Party 2 Driver WEST Proceeding Straight M Age: 16 2020 HONDA ACCORD Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21191008 7/10/2021 09:22 Saturday EUCLID AVE 19TH ST 0.25 0' Direction: Not Stated Daylight Clear Pty at Fault:0 Hit Object Fixed Object Other Than Driver Hit& Run: No Property Damage Only #Inj:0 #Killed:0 Party 1 Driver NORT Proceeding Straight M Age:34 2012 CHEVROLET EQUINOX Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21228005 8/16/2021 10:37 Monday 19TH ST-REDDING WAY 17' Direction: EAST Daylight Clear Pty at Fault:1 Sideswipe Other Motor Vehicle Improper Turning 22103 Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0 Party 1 Driver WEST Making U Turn M Age:61 2008 VOLKSWAGEN PASSAT Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver EAST Proceeding Straight M Age:36 2019 HONDA CIVIC Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21230014 8/18/2021 17:44 Wednesday 19TH ST-ABBIE WAY 123' Direction:WEST Daylight Clear Pty at Fault:1 Rear-End Other Motor Vehicle Unsafe Speed 22350 Hit& Run: No Complaint of Pain #Inj: 2 #Killed:0 Party 1 Driver EAST Proceeding Straight F Age:35 2019 CHEVROLET COLORADO Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver EAST Stopped In Road F Age: 23 2005 BUICK CENTURY Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21307011 11/3/2021 07:45 Wednesday SAN ANTONIO AVE-19TH ST 5 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Vehicle- Pedestrian Pedestrian Ped R/W Violation 21950(A) Hit& Run: Misde Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver EAST Making Right Turn F Age: CHEVROLET SUBURBAN Sport Utility Vehicle Veh Type: Sobriety: Impairment Not Kno Assoc Factor: None Apparent Not Stated

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19TH ST from MOUNTAIN AVE to EUCLID AVE Page 2 of 3 Party 2 Pedestrian NORT Proceeding Straight F Age:66 Pedestrian Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Not Required Cell Phone Not In Use 21327014 11/23/2021 10:56 Tuesday EUCLID AVE-19TH ST 0.25 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 21453(A) Hit& Run: No Complaint of Pain #Inj: 3 #Killed:0 Party 1 Driver SOUT Proceeding Straight F Age:88 2018 CHEVROLET BOLT Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver EAST Proceeding Straight M Age: 25 2015 FORD E350 Other Commercial Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22152012 6/1/2022 12:56 Wednesday 19TH ST-EUCLID AVE 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and S�n25 21453(C) Hit& Run: No Other Visible Injury #Inj: 2 #Killed:0 Party 1 Driver NORT Making Left Turn F Age:30 2020 HONDA CIVIC Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight M Age:41 1999 FORD RANGER Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22188015 7/7/2022 15:08 Thursday 19TH ST-SAN ANTONIO AVE 0.5 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 22450(A) Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver WEST Proceeding Straight M Age:44 2008 CHEVROLET IMPALA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight M Age:59 2001 JEEP WRANGLER Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22226009 8/5/2022 17:53 Friday EUCLID AVE-19TH ST 0' Direction: Not Stated Daylight Clear Pty at Fault:2 Broadside Other Motor Vehicle Unsafe Speed 0'25 22350 Hit& Run: No Other Visible Injury #Inj: 2 #Killed:0 Party 1 Driver WEST Proceeding Straight M Age:33 2016 TOYOTA TACOMA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: Not Applicable Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver NORT Proceeding Straight M Age:35 2020 FORD F-250 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: Not Applicable Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22235021 8/23/2022 17:50 Tuesday EUCLID AVE-19TH ST 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle 0'25 21453 Hit& Run: No Other Visible Injury #Inj: 2 #Killed:0 Party 1 Driver NORT Proceeding Straight M Age:36 2021 SUBARU OUTBACK Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Making Left Turn M Age:33 2022 CHEVROLET SILVERADO Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 3 Driver WEST Stopped In Road M Age:76 2015 TOYOTA RAV4 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22271003 9/28/2022 10:25 Wednesday EUCLID AVE-19TH ST 0.25 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 21453(A) Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0 Party 1 Driver WEST Proceeding Straight F Age:51 2022 HONDA CR-V Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight M Age:62 2018 NISSAN FRONTIER Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use

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19TH ST from MOUNTAIN AVE to EUCLID AVE Page 3 of 3 22294025 10/21/2022 22:40 Friday EUCLID AVE-19TH ST 0.25 0' Direction: Not Stated Dark-Street Lig Cloudy Pty at Fault:1 Broadside Other Motor Vehicle Other Than Driver Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0 Party 1 Driver NORT Proceeding Straight M Age: 26 2017 HONDA CIVIC Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver WEST Proceeding Straight F Age:44 2011 HONDA CR-V Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22337018 12/3/2022 19:05 Saturday EUCLID AVE-19TH ST 0.25 0' Direction: Not Stated Dark-Street Lig Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 21453(A) Hit& Run: Felony Complaint of Pain #Inj:4 #Killed:0 Party 1 Driver EAST Proceeding Straight F Age: 2012 JEEP CHEROKEE Sport Utility Vehicle Veh Type: Sobriety: Impairment Not Kno Assoc Factor: None Apparent Cell Phone Not In Use Party 2 Driver NORT Proceeding Straight F Age:42 2008 CHEVROLET TAHOE Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 23094004 4/4/2023 07:05 Tuesday MOUNTAIN AVE-19TH ST 0.25 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 21453(A) Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0 Party 1 Driver EAST Making Left Turn F Age: 18 2020 KIA FORTE Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver NORT Proceeding Straight F Age:75 2014 TOYOTA COROLLA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Shoulder Harness Used Cell Phone Not In Use Segment Length: 1.09 miles(5,756')
Collisions per mile: 13.76
Settings for Query:

Segment: 19TH ST between MOUNTAIN AVE and EUCLID AVE
Include Intersection Related at Limit 1 (MOUNTAIN AVE): True Include Intersection Related at Limit 2 (EUCLID AVE): True Include Intersection Related at Intermediate Intersections: True Sorted By: Date and Time

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City of Upland
From 8/1/2020 to 8/1/2023
Total Collisions: 13 Collision Summary Report 10/14/24 Injury Collisions: 11
Fatal Collisions: 0
19TH ST from CAMPUS AVE (1) to EUCLID AVE Page 1 of 3 21055011 2/24/2021 12:42 Wednesday 19TH ST-EUCLID AVE 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 21453(A) Hit& Run: Misde Complaint of Pain #lnj: 2 #Killed:0 Party 1 Driver NORT Proceeding Straight F Age: 2020 HYUNDAI SANTA FE Sport Utility Vehicle Veh Type: Sobriety: Impairment Not Kno Assoc Factor: None Apparent Cell Phone Not In Use Party 2 Driver WEST Proceeding Straight M Age: 16 2020 HONDA ACCORD Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21191008 7/10/2021 09:22 Saturday EUCLID AVE-19TH ST 0' Direction: Not Stated Daylight Clear Pty at Fault:0 Hit Object Fixed Object Other Than Driver Hit& Run: No Property Damage Only #lnj:0 #Killed:0 Party 1 Driver NORT Proceeding Straight M Age:34 2012 CHEVROLET EQUINOX Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21327014 11/23/2021 10:56 Tuesday EUCLID AVE-19TH ST 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 21453(A) Hit& Run: No Complaint of Pain #Inj: 3 #Killed:0 Party 1 Driver SOUT Proceeding Straight F Age:88 2018 CHEVROLET BOLT Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver EAST Proceeding Straight M Age: 25 2015 FORD E350 Other Commercial Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21342020 12/8/2021 23:03 Wednesday 19TH ST-CAMPUS AVE(1) 0' Direction: Not Stated Dark-Street Lig Cloudy Pty at Fault:1 Broadside Other Motor Vehicle Driving Under Influence 23152(A) Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver NORT Making Left Turn M Age:30 2012 KIA OPTIMA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HBD Under Influenc Assoc Factor:Violation Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight F Age: 18 2021 KIA RIO Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21347021 12/13/2021 20:50 Monday 19TH ST-CAMPUS AVE(1) 0' Direction: Not Stated Dark-Street Lig Raining Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 21453(A) Hit& Run: No Complaint of Pain #lnj: 1 #Killed:0 Party 1 Driver SOUT Proceeding Straight F Age: 26 2014 MINI COOPER Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver EAST Making Left Turn M Age: 60 2009 NISSAN CUBE Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22019024 1/19/2022 15:25 Wednesday CAMPUS AVE-19TH ST(1) 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Rear-End Other Motor Vehicle Unsafe Speed 22350 Hit& Run: No Property Damage Only #Inj:0 #Killed:0 Party 1 Driver SOUT Proceeding Straight M Age: 23 2019 TOYOTA COROLLA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use

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19TH ST from CAMPUS AVE (1)to EUCLID AVE Page 2 of 3 Party 2 Driver SOUT Stopped In Road F Age:38 2022 CHEVROLET SUBURBAN Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22152012 6/1/2022 12:56 Wednesday 19TH ST-EUCLID AVE 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 21453(C) Hit& Run: No Other Visible Injury #Inj: 2 #Killed:0 Party 1 Driver NORT Making Left Turn F Age:30 2020 HONDA CIVIC Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight M Age:41 1999 FORD RANGER Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22226009 8/5/2022 17:53 Friday EUCLID AVE-19TH ST 0' Direction: Not Stated Daylight Clear Pty at Fault:2 Broadside Other Motor Vehicle Unsafe Speed 22350 Hit& Run: No Other Visible Injury #Inj: 2 #Killed:0 Party 1 Driver WEST Proceeding Straight M Age:33 2016 TOYOTA TACOMA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: Not Applicable Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver NORT Proceeding Straight M Age:35 2020 FORD F-250 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: Not Applicable Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22235021 8/23/2022 17:50 Tuesday EUCLID AVE-19TH ST 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle 21453 Hit& Run: No Other Visible Injury #Inj: 2 #Killed:0 Party 1 Driver NORT Proceeding Straight M Age:36 2021 SUBARU OUTBACK Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Making Left Turn M Age:33 2022 CHEVROLET SILVERADO Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 3 Driver WEST Stopped In Road M Age:76 2015 TOYOTA RAV4 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22271003 9/28/2022 10:25 Wednesday EUCLID AVE-19TH ST 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 21453(A) Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0 Party 1 Driver WEST Proceeding Straight F Age:51 2022 HONDA CR-V Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight M Age:62 2018 NISSAN FRONTIER Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22294025 10/21/2022 22:40 Friday EUCLID AVE-19TH ST 0' Direction: Not Stated Dark-Street Lig Cloudy Pty at Fault:1 Broadside Other Motor Vehicle Other Than Driver Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0 Party 1 Driver NORT Proceeding Straight M Age: 26 2017 HONDA CIVIC Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver WEST Proceeding Straight F Age:44 2011 HONDA CR-V Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22337018 12/3/2022 19:05 Saturday EUCLID AVE-19TH ST 0' Direction: Not Stated Dark-Street Lig Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 21453(A) Hit& Run: Felony Complaint of Pain #Inj:4 #Killed:0 Party 1 Driver EAST Proceeding Straight F Age: 2012 JEEP CHEROKEE Sport Utility Vehicle Veh Type: Sobriety: Impairment Not Kno Assoc Factor: None Apparent Cell Phone Not In Use Party 2 Driver NORT Proceeding Straight F Age:42 2008 CHEVROLET TAHOE Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use

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19TH ST from CAMPUS AVE (1) to EUCLID AVE Page 3 of 3 23189009 7/8/2023 09:24 Saturday CAMPUS AVE-19TH ST(1) 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Not Stated Other Motor Vehicle Traffic Signals and Signs 21453(A) Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0 Party 1 Driver SOUT Proceeding Straight M Age:70 2017 GMC SIERRA Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver EAST Making Left Turn M Age:39 2019 DODGE RAM Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Segment Length: 0.47 miles(2,471')
Collisions per mile: 27.78
Settings for Query:

Segment: 19TH ST between CAMPUS AVE(1)and EUCLID AVE
Include Intersection Related at Limit 1 (CAMPUS AVE(1)):True Include Intersection Related at Limit 2 (EUCLID AVE): True Include Intersection Related at Intermediate Intersections: True Sorted By: Date and Time

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City of Upland
From 8/1/2020 to 8/1/2023
Total Collisions: 7 Collision Summary Report 10/14/24 Injury Collisions: 6
Fatal Collisions: 0
19TH ST from CAMPUS AVE (3) to CUCAMONGA CRK Page 1 of 2 21101013 4/11/2021 11:55 Sunday 19TH ST-CAMPUS AVE(3) 638' Direction: EAST Daylight Clear Pty at Fault:1 Vehicle- Pedestrian Pedestrian Pedestrian Violation 21950(B) Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Pedestrian EAST Other M Age:32 Pedestrian Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Not Required Cell Phone Not In Use Party 2 Driver EAST Stopped In Road F Age:54 2019 LEXUS ES300 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21315026 11/11/2021 22:08 Thursday 19TH ST-COLONIES PKWY 304' Direction:WEST Dark-Street Lig Clear Pty at Fault:1 Hit Object Fixed Object Improper Turning 22107 Hit& Run: No Severe Injury #Inj: 1 #Killed:0 Party 1 Driver WEST Other Unsafe Turning M Age: 18 2011 NISSAN ALTIMA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor:Violation Lap/Shoulder Harness Used Cell Phone Not In Use 22194010 7/13/2022 09:38 Wednesday COLONIES PKWY-19TH ST 0' Direction: Not Stated Daylight Clear Pty at Fault:0 Broadside Other Motor Vehicle Unknown 2/3 Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver SOUT Proceeding Straight F Age:56 2021 LEXUS 15300 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver EAST Proceeding Straight M Age: 23 2019 TOYOTA COROLLA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22215023 8/3/2022 23:02 Wednesday 19TH ST-COLONIES PKWY 206' Direction:WEST Dark-Street Lig Clear Pty at Fault:1 Hit Object Fixed Object Unsafe Speed 22350 Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver WEST Proceeding Straight M Age: 18 2001 FORD MUSTANG Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 23021015 1/21/2023 21:47 Saturday 19TH ST-COLONIES PKWY 207' Direction: EAST Dark-Street Lig Clear Pty at Fault:1 Hit Object Fixed Object Driving Under Influence 23152(A) Hit& Run: No Property Damage Only #Inj:0 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age:33 2015 RAM 1500 Pickups&Panels Veh Type: Sobriety: HBD Under Influenc Assoc Factor:Violation Lap/Shoulder Harness Used Cell Phone Not In Use 23125018 5/5/2023 18:17 Friday 19TH ST-COLONIES PKWY 2/3 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 21453(A) Hit& Run: No Other Visible Injury #Inj:4 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age:41 2012 SCION XB Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver NORT Making Left Turn F Age: 29 2021 VOLKSWAGEN TIGUAN Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 23191021 7/10/2023 13:33 Monday 19TH ST-COLONIES PKWY 399' Direction:WEST Daylight Clear Pty at Fault:1 Hit Object Fixed Object Improper Turning 22107 Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0

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19TH ST from CAMPUS AVE (3)to CUCAMONGA CRK Page 2 of 2 Party 1 Driver WEST Other Unsafe Turning M Age:26 2021 FORD F-250 Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Segment Length: 0.69 miles(3,621')
Collisions per mile: 10.21
Settings for Query:

Segment: 19TH ST between CAMPUS AVE(3) and CUCAMONGA CRK Include Intersection Related at Limit 1 (CAMPUS AVE(3)): True Include Intersection Related at Limit 2 (CUCAMONGA CRK): True Include Intersection Related at Intermediate Intersections: True Sorted By: Date and Time

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City of Upland
From 8/1/2020 to 8/1/2023
Total Collisions: 2 Collision Summary Report 10/14/24 Injury Collisions: 2
Fatal Collisions: 0
18TH ST from BENSON AVE to SUNNYBROOK AVE Page 1 of 1 21155006 6/4/2021 10:57 Friday SAN ANTONIO AVE-18TH ST 0' Direction: Not Stated Daylight Clear Pty at Fault:0 Broadside Other Motor Vehicle Traffic Signals and Signs 22450(A) Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0 Party 1 Driver SOUT Proceeding Straight F Age:48 2012 HYUNDAI GENESIS Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver WEST Proceeding Straight F Age:92 2004 CADILLAC STC Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22033006 1/2/2022 14:29 Sunday BENSON AVE 18TH ST 1/3 0' Direction: Not Stated Daylight Clear Pty at Fault:0 Sideswipe Bicycle Unknown Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Bicyclist SOUT Proceeding Straight M Age:62 TREK 20 SPEED Bicycle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight M Age:81 2014 FORD EXPLORER Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Segment Length: 2.12 miles(11,203')
Collisions per mile: 0.94
Settings for Query:

Segment: 18TH ST between BENSON AVE and SUNNYBROOK AVE
Include Intersection Related at Limit 1 (BENSON AVE): True Include Intersection Related at Limit 2 (SUNNYBROOK AVE): True Include Intersection Related at Intermediate Intersections: True Sorted By: Date and Time

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City of Upland
From 8/1/2020 to 8/1/2023
Total Collisions: 5 Collision Summary Report 10/14/24 Injury Collisions: 5
Fatal Collisions: 0
COLONIES PKWY from 19TH ST to CAMPUS AVE Page 1 of 2 22194010 7/13/2022 09:38 Wednesday COLONIES PKWY-19TH ST 1/3 0' Direction: Not Stated Daylight Clear Pty at Fault:0 Broadside Other Motor Vehicle Unknown Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver SOUT Proceeding Straight F Age:56 2021 LEXUS IS300 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver EAST Proceeding Straight M Age: 23 2019 TOYOTA COROLLA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22298006 10/25/2022 10:35 Tuesday CAMPUS AVE-COLONIES PKWY 1/3 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 21453(A) Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0 Party 1 Driver NORT Proceeding Straight F Age:38 2020 JEEP CHEROKEE Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: Inattention Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver WEST Making Left Turn F Age: 26 2021 BMW X4M Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 23001001 1/1/2023 00:25 Sunday CAMPUS AVE-COLONIES PKWY 1/3 0' Direction: Not Stated Dark-Street Lig Raining Pty at Fault:1 Hit Object Fixed Object Unsafe Speed 22350 Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver SOUT Proceeding Straight M Age: 22 2008 FORD RANGER Two Axle Truck Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 23033016 2/2/2023 17:54 Thursday COLONIES PKWY-TANGLEWOOD AVE 2/3 0' Direction: Not Stated Dark-Street Lig Clear Pty at Fault:1 Vehicle- Pedestrian Pedestrian Ped R/W Violation 21950(A) Hit& Run: No Severe Injury #Inj: 1 #Killed:0 Party 1 Driver WEST Making Left Turn M Age:68 2019 CHEVROLET TRAVERSE Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Pedestrian WEST Proceeding Straight M Age:74 Pedestrian Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Not Required Cell Phone Not In Use 23125018 5/5/2023 18:17 Friday 19TH ST-COLONIES PKWY 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Sign/3 21453(A) Hit& Run: No Other Visible Injury #Inj:4 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age:41 2012 SCION XB Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver NORT Making Left Turn F Age: 29 2021 VOLKSWAGEN TIGUAN Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use

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COLONIES PKWY from 19TH ST to CAMPUS AVE Page 2 of 2 Segment Length: 1.27 miles(6,722')
Collisions per mile: 3.93
Settings for Query:

Segment: COLONIES PKWY between 19TH ST and CAMPUS AVE
Include Intersection Related at Limit 1 (19TH ST): True Include Intersection Related at Limit 2(CAMPUS AVE): True Include Intersection Related at Intermediate Intersections: True Sorted By: Date and Time

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City of Upland
From 8/1/2020 to 8/1/2023
Total Collisions: 12 Collision Summary Report 10/14/24 Injury Collisions: 11
Fatal Collisions: 0
17TH ST from MOUNTAIN AVE to CAMPUS AVE Page 1 of 3 20231007 8/18/2020 07:20 Tuesday EUCLID AVE-17TH ST 1/2 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 22450(A) Hit& Run: Misde Other Visible Injury #Inj: 1 #Killed:0 Party 1 Driver WEST Proceeding Straight M Age:36 2006 BMW 3251 Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight M Age:71 2018 TOYOTA PRIUS Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 20282019 10/8/2020 16:18 Thursday 17TH ST-SAN ANTONIO AVE 1/2 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Bicycle Traffic Signals and Signs 22450(A) Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0 Party 1 Bicyclist SOUT Proceeding Straight M Age: 25 CORSA 16 SPEED Bicycle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Cell Phone Not In Use Party 2 Driver EAST Making Left Turn M Age: 23 2013 NISSAN ALTIMA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Shoulder Harness Used Cell Phone Not In Use 20289029 10/15/2020 23:04 Thursday EUCLID AVE-17TH ST 0' Direction: Not Stated Dark-Street Lig Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 1/2 21802(A) Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver WEST Proceeding Straight M Age: 24 2015 TOYOTA COROLLA Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver NORT Proceeding Straight M Age: 24 2004 ACURA RSX Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 20301021 10/27/2020 17:19 Tuesday EUCLID AVE-17TH ST 1/2 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 22450(A) Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age: 23 2021 SUBARU CCROSSTREK Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight M Age:60 1998 FORD F-150 Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21058021 2/27/2021 17:43 Saturday 17TH ST-VALLEJO WAY 2' Direction:WEST Dusk-Dawn Clear Pty at Fault:1 Vehicle- Pedestrian Fixed Object Driving Under Influence 23152(A) Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver SOUT Proceeding Straight M Age:58 2005 FORD ESCAPE Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HBD Under Influenc Assoc Factor:Violation Lap/Shoulder Harness Used Cell Phone Handheld In Use Party 2 Pedestrian SOUT Not Stated M Age:63 Pedestrian Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Not Required Cell Phone Not In Use 21148016 5/28/2021 17:04 Friday EUCLID AVE-17TH ST 0' Direction: Not Stated Daylight Clear Pty at Fault:1 1/2
Broadside Other Motor Vehicle Auto R/W Violation 21802(A) Hit& Run: Misde Complaint of Pain #Inj: 1 #Killed:0

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17TH ST from MOUNTAIN AVE to CAMPUS AVE Page 2 of 3 Party 1 Driver EAST Proceeding Straight F Age:39 2016 NISSAN ROUGE Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver NORT Proceeding Straight M Age:47 2019 MASERATI LVT Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21159024 6/8/2021 21:45 Tuesday CAMPUS AVE-17TH ST 0' Direction: Not Stated Dark-Street Lig Not Stated Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 1/3 21802(A) Hit& Run: No Complaint of Pain #Inj: 2 #Killed:0 Party 1 Driver EAST Making Left Turn F Age: 19 2015 CHEVROLET MALIBU Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight F Age:46 2016 MERCEDES-BENZ GWAGON Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21294020 10/21/2021 17:39 Thursday EUCLID AVE-17TH ST 1/2 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21802(A) Hit& Run: No Other Visible Injury #Inj: 2 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age:38 2021 HONDA ODYSSEY Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight M Age:37 2007 FORD F-250 Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 21298001 10/25/2021 07:01 Monday CAMPUS AVE-17TH ST 0' Direction: Not Stated Daylight Cloudy Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 1/3 21802(A) Hit& Run: No Other Visible Injury #Inj: 2 #Killed:0 Party 1 Driver NORT Making Left Turn M Age: 19 2014 KIA FORTE Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver SOUT Proceeding Straight F Age:45 2001 CHEVROLET TAHOE Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22159010 6/8/2022 17:00 Wednesday 17TH ST-EUCLID AVE 1/2 10' Direction: EAST Daylight Clear Pty at Fault:1 Hit Object Fixed Object Auto R/W Violation 21802(A) Hit& Run: No Property Damage Only #Inj:0 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age:69 2013 FORD F-150 Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver NORT Proceeding Straight M Age: 29 2017 VOLKSWAGEN PASSAT Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22252018 9/9/2022 16:16 Friday EUCLID AVE-17TH ST 1/2 0' Direction: Not Stated Daylight Raining Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21804(A) Hit& Run: No Complaint of Pain #Inj:4 #Killed:0 Party 1 Driver EAST Making Right Turn F Age:37 2007 ACURA MDX Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Handsfree In Use Party 2 Driver SOUT Proceeding Straight F Age:30 2018 TOYOTA TUNDRA Pickups and Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 22263017 9/20/2022 15:28 Tuesday EUCLID AVE 17TH ST 1/2 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Head-On Bicycle Auto R/W Violation 21802(A) Hit& Run: No Other Visible Injury #Inj: 1 #Killed:0 Party 1 Bicyclist WEST Proceeding Straight M Age: 13 JETSON ELECTRIC Bicycle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent M/C Helmet Driver-No Not Stated Party 2 Driver SOUT Proceeding Straight M Age:90 2019 LEXUS RX 350 Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use

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17TH ST from MOUNTAIN AVE to CAMPUS AVE Page 3 of 3 Segment Length: 1.65 miles(8,694')
Collisions per mile: 7.29
Settings for Query:

Segment: 17TH ST between MOUNTAIN AVE and CAMPUS AVE
Include Intersection Related at Limit 1 (MOUNTAIN AVE): True Include Intersection Related at Limit 2(CAMPUS AVE): True Include Intersection Related at Intermediate Intersections: True Sorted By: Date and Time

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City of Upland
From 8/1/2020 to 8/1/2023
Total Collisions: 54 Collision Summary Report 10/14/24 Injury Collisions: 46
Fatal Collisions: 1
16TH ST from SAN ANTONIO WSH to EUCLID AVE Page 1 of 10 20220006 8/7/2020 10:46 Friday 16TH ST-SAN ANTONIO AVE 0.5 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 21453(A) Hit& Run: No Other Visible Injury #Inj: 2 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age: 23 2020 TOYOTA CAMRY Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver NORT Making Left Turn F Age:62 2012 TOYOTA RAV4 Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 20227008 8/14/2020 15:16 Friday SAN ANTONIO AVE 16TH ST 0.5 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Broadside Other Motor Vehicle Traffic Signals and Signs 21453(A) Hit& Run: No Other Visible Injury #Inj: 2 #Killed:0 Party 1 Driver NORT Proceeding Straight F Age: 16 2020 JEEP WRANGLER Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver WEST Proceeding Straight F Age:47 2015 JEEP CHEROKEE Sport Utility Vehicle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 20239011 8/26/2020 15:35 Wednesday 16TH ST-MOUNTAIN AVE 180' Direction:WEST Daylight Clear Pty at Fault:1 Rear-End Other Motor Vehicle Unsafe Speed 22350 Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age: 22 2018 CHEVROLET CRUZE Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: Inattention Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver EAST Stopped In Road F Age:56 2004 KIA RIO Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 3 Driver EAST Stopped In Road F Age: 19 2013 FORD FOCUS Passenger Car,Station Wagon,Jeep Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 4 Driver EAST Stopped In Road M Age:68 2004 FORD F150 Pickups&Panels Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 20254013 9/10/2020 16:39 Thursday BENSON AVE-16TH ST 0.5 0' Direction: Not Stated Daylight Clear Pty at Fault:1 Overturned Non-Collision Improper Turning 22107 Hit& Run: No Complaint of Pain #Inj: 1 #Killed:0 Party 1 Driver EAST Proceeding Straight M Age: 23 1994 FORD F600 Two-Axle Truck Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use 20260020 9/16/2020 19:46 Wednesday 16TH ST-REDDING WAY 0' Direction: Not Stated Dark-Street Lig Clear Pty at Fault:1 Broadside Other Motor Vehicle Auto R/W Violation 21804(A) Hit& Run: No Severe Injury #Inj: 1 #Killed:0 Party 1 Driver NORT Proceeding Straight F Age:31 2019 DODGE RAM PROMAST Mini Van Veh Type: Sobriety: HNBD Assoc Factor: None Apparent Lap/Shoulder Harness Used Cell Phone Not In Use Party 2 Driver EAST Proceeding Straight M Age:35 2007 HARLEY DAVIDS MC Motorcycle Veh Type: Sobriety: HNBD Assoc Factor: None Apparent M/C Helmet Driver-Yes Cell Phone Not In Use

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