Agenda packet — Glendora City Council, October 28, 2025 (part 5 of 6)

City of Glendale: 2025 Engineering and Traffic Survey (E&TS) Summary Location
Number Roadway Segment Roadway Classification
Safety Corridor:

Higher Crash Rates
CVC Sec.
22358.7(a)(1)
High Concentration
of Peds & Bicyclists
CVC Sec.
22358.7(a)(2)
Retain currently
adopted or restore
immediately prior
speed limit
CVC Sec. 22358.8
Business Activity
District
CVC Sec. 22358.9
Adjacent to
Business Activity
District
Posted Speed
Limit
(mph)
85th
Percentile
Speed
(mph)
Recommended
Speed Limit
(mph)
Differential
Speed Limit
Length
(mi) ADT
Accident Rate
(per MVMT)
Countywide
Accident Rate
(per MVMT)
Comments
BARRANCA AVE:
9 1) b/t Route 66 & Foothill
Blvd
Minor
Arterial No Yes - - 40 43 40 0 0.50 14,469 0.76 0.84
1) Round to 45 MPH
2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
10 2) b/t Foothill Blvd & Leadora
Ave
Minor
Arterial No Yes - - 40 42 40 0 0.50 7,916 0.23 0.84 1) Round to 40 MPH 11 3) b/t Leadora Ave & Sierra
Madre Ave
Minor
Arterial No Yes - - 35 39 35 0 0.25 3,548 0.00 1.32
1) Round to 40 MPH
2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
BASE LINE RD:
12 1) b/t Barranca Ave & Grand
Ave
Minor
Arterial - Yes - - 45 48 40 5 0.50 9,722 2.63 0.84
1) Round to 50 MPH
2) Round down to 45 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(1); Safety Corridor: Higher Crash Rates; Proposed Safety Corridor or per CVC Section 22358.7(a)(2); High
Concentration of Peds & Bicyclists
13 2) b/t Grand Ave &
Dodsworth Ave
Minor
Arterial No Yes - - 35 36 35 0 0.18 15,666 0.65 1.32
1) Round to 35 MPH
14 3) b/t Dodsworth Ave &
Glendora Ave
Minor
Arterial No Yes - - 35 41 35 0 0.36 9,088 0.56 0.84
1) Round to 40 MPH
2) Round down to 35 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
BENNETT AVE:
15 1) b/t Barranca Ave & Grand
Ave
Minor
Arterial - Yes - - 30 39 30 0 0.49 3,260 1.72 1.32
1) Round to 40 MPH
2) Round down to 35 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
16 2) b/t Grand Ave & Glendora
Ave
Collector
Street No Yes - - 35 38 30 5 0.40 4,116 0.00 1.96
1) Round to 40 MPH
2) Round down to 35 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
17 3) b/t Glendora Ave & Cullen
Ave
Collector
Street No Yes - - 35 37 30 5 0.35 3,625 0.00 1.96 1) Round to 35 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
18 4) b/t Cullen Ave & Live Oak
Ave
Collector
Street No Yes - - 30 35 30 0 0.25 2,873 0.00 1.96
1) Round to 35 MPH
2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
19 5) b/t Live Oak Ave & Loraine
Ave
Collector
Street No Yes - - 30 37 30 0 0.49 2,884 0.65 1.96 1) Round to 35 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
20 6) b/t Loraine Ave &
Underhill Dr
Collector
Street No Yes - - 25 30 25 0 0.40 310 0.00 1.96
1) Round to 30 MPH
2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists

Page 2 of 12 ends

City of Glendale: 2025 Engineering and Traffic Survey (E&TS) Summary Location
Number Roadway Segment Roadway Classification
Safety Corridor:

Higher Crash Rates
CVC Sec.
22358.7(a)(1)
High Concentration
of Peds & Bicyclists
CVC Sec.
22358.7(a)(2)
Retain currently
adopted or restore
immediately prior
speed limit
CVC Sec. 22358.8
Business Activity
District
CVC Sec. 22358.9
Adjacent to
Business Activity
District
Posted Speed
Limit
(mph)
85th
Percentile
Speed
(mph)
Recommended
Speed Limit
(mph)
Differential
Speed Limit
Length
(mi) ADT
Accident Rate
(per MVMT)
Countywide
Accident Rate
(per MVMT)
Comments
BONNIE COVE AVE:
21 1) b/t Arrow Hwy & Juanita
Ave
Minor
Arterial No Yes - - 25 36 25 0 0.24 3,948 0.00 1.32
1) Round to 35 MPH
2) Round down to 30 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
22 2) b/t Juanita Ave &
Gladstone St
Minor
Arterial No Yes - - 25 37 25 0 0.25 2,454 0.00 1.32
1) Round to 35 MPH
2) Round down to 30 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
23 3) b/t Gladstone St & 210
Fwy
Minor
Arterial No Yes - - 25 31 25 0 0.25 1,789 0.00 1.32
1) Round to 30 MPH
2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
COMPROMISE LINE RD:
24 1) b/t Valley Center Ave &
Route 66
Minor
Arterial No Yes - - 40 40 40 0 0.26 3,184 0.00 1.32
1) Round to 40 MPH
CULLEN AVE:
25 1) b/t Ada Ave & Foothill Blvd Collector
Street No Yes - - 30 36 30 0 0.25 3,328 1.10 1.96 1) Round to 35 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
26 2) b/t Foothill Blvd & Bennett
Ave
Collector
Street No Yes - - 30 37 30 0 0.25 3,541 1.03 1.96 1) Round to 35 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
27 3) b/t Bennett Ave & Leadora
Ave
Collector
Street No Yes - - 30 38 30 0 0.25 2,814 0.00 1.96
1) Round to 40 MPH
2) Round down to 35 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
28 4) b/t Leadora Ave & Sierra
Madre Ave
Collector
Street No Yes - - 30 37 30 0 0.25 1,482 0.00 1.96
1) Round to 35 MPH
2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
ELWOOD AVE:
29 1) b/t Route 66 & Foothill
Blvd Local Street - Yes - - 35 38 30 5 0.50 1,641 3.34 2.61 1) Round to 40 MPH
2) Round down to 35 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(1); Safety Corridor: Higher Crash Rates; Proposed Safety Corridor or per CVC Section 22358.7(a)(2); High
Concentration of Peds & Bicyclists

Page 3 of 12 ends

City of Glendale: 2025 Engineering and Traffic Survey (E&TS) Summary Location
Number Roadway Segment Roadway Classification
Safety Corridor:

Higher Crash Rates
CVC Sec.
22358.7(a)(1)
High Concentration
of Peds & Bicyclists
CVC Sec.
22358.7(a)(2)
Retain currently
adopted or restore
immediately prior
speed limit
CVC Sec. 22358.8
Business Activity
District
CVC Sec. 22358.9
Adjacent to
Business Activity
District
Posted Speed
Limit
(mph)
85th
Percentile
Speed
(mph)
Recommended
Speed Limit
(mph)
Differential
Speed Limit
Length
(mi) ADT
Accident Rate
(per MVMT)
Countywide
Accident Rate
(per MVMT)
Comments
FOOTHILL BLVD:
30 1) b/t Citrus Ave & Barranca
Ave
Minor
Arterial - Yes - - 35 45 35 0 0.50 9,306 0.98 0.84
1) Round to 45 MPH
2) Round down to 40 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(1); Safety Corridor: Higher Crash Rates; Proposed Safety Corridor or per CVC Section 22358.7(a)(2); High
Concentration of Peds & Bicyclists
31 2) b/t Barranca Ave & Grand
Ave
Minor
Arterial No Yes - - 40 43 35 5 0.50 11,061 0.83 0.84
1) Round to 45 MPH
2) Round down to 35 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
32 3) b/t Grand Ave & Glendora
Ave
Minor
Arterial No Yes Yes - 40 40 35 5 0.40 14,424 1.11 1.32 1) Round to 40 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
33 4) b/t Glendora Ave & Cullen
Ave
Minor
Arterial No Yes - - 40 39 35 5 0.35 11,819 0.88 1.32 1) Round to 40 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
34 5) b/t Cullen Ave & Loraine
Ave
Minor
Arterial No Yes - - 35 41 35 0 0.74 11,739 0.32 1.32 1) Round to 40 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
35 6) b/t Loraine Ave & Valley
Center Ave
Minor
Arterial No Yes - - 35 43 35 0 0.48 12,898 0.44 0.84
1) Round to 45 MPH
2) Round down to 40 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
36 7) b/t Valley Center Ave &
Lone Hill Ave
Minor
Arterial No Yes - - 35 42 35 0 0.52 15,404 0.46 0.84 1) Round to 40 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
37 8) b/t Lone Hill Ave & Amelia
Ave
Minor
Arterial No Yes - - 40 43 35 5 0.46 4,617 0.43 0.84
1) Round to 45 MPH
2) Round down to 40 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists

Page 4 of 12 ends

City of Glendale: 2025 Engineering and Traffic Survey (E&TS) Summary Location
Number Roadway Segment Roadway Classification
Safety Corridor:

Higher Crash Rates
CVC Sec.
22358.7(a)(1)
High Concentration
of Peds & Bicyclists
CVC Sec.
22358.7(a)(2)
Retain currently
adopted or restore
immediately prior
speed limit
CVC Sec. 22358.8
Business Activity
District
CVC Sec. 22358.9
Adjacent to
Business Activity
District
Posted Speed
Limit
(mph)
85th
Percentile
Speed
(mph)
Recommended
Speed Limit
(mph)
Differential
Speed Limit
Length
(mi) ADT
Accident Rate
(per MVMT)
Countywide
Accident Rate
(per MVMT)
Comments
GLADSTONE ST:
38 1) b/t Barranca Ave & Grand
Ave
Minor
Arterial - Yes - - 45 49 40 5 0.50 13,893 1.71 0.84
1) Round to 50 MPH
2) Round down to 45 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(1); Safety Corridor: Higher Crash Rates; Proposed Safety Corridor or per CVC Section 22358.7(a)(2); High
Concentration of Peds & Bicyclists
39 2) b/t Grand Ave & Glendora
Ave
Minor
Arterial - Yes - - 45 44 40 5 0.49 14,874 1.25 0.84
1) Round to 45 MPH
2) Round down an additional 5 MPH per CVC Section
22358.7(a)(1); Safety Corridor: Higher Crash Rates; Proposed Safety Corridor or per CVC Section 22358.7(a)(2); High
Concentration of Peds & Bicyclists
40 3) b/t Glendora Ave & Bonnie
Cove Ave
Minor
Arterial No Yes - - 45 48 45 0 0.50 19,219 0.48 0.84
1) Round to 50 MPH
2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
41 4) b/t Bonnie Cove Ave &
Sunflower Ave
Minor
Arterial No Yes - - 45 50 45 0 0.50 19,403 0.66 0.84
1) Round to 50 MPH
2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
42 5) b/t Sunflower Ave & Valley
Center Ave
Minor
Arterial No Yes - - 45 46 45 0 0.50 19,690 0.65 0.84
1) Round to 45 MPH
43 6) b/t Valley Center Ave &
Lone Hill Ave
Minor
Arterial No Yes No - 45 45 45 0 0.49 15,726 0.47 0.84
1) Round to 45 MPH
GLENDORA AVE:
44 1) b/t Arrow Hwy & Juanita
Ave
Minor
Arterial - Yes - - 40 43 40 0 0.24 13,196 2.02 0.84
1) Round to 45 MPH
2) Round down an additional 5 MPH per CVC Section
22358.7(a)(1); Safety Corridor: Higher Crash Rates; Proposed Safety Corridor or per CVC Section 22358.7(a)(2); High
Concentration of Peds & Bicyclists
45 2) b/t Juanita Ave &
Gladstone St
Minor
Arterial - Yes - - 40 44 40 0 0.25 13,573 1.35 0.84
1) Round to 45 MPH
2) Round down an additional 5 MPH per CVC Section
22358.7(a)(1); Safety Corridor: Higher Crash Rates; Proposed Safety Corridor or per CVC Section 22358.7(a)(2); High
Concentration of Peds & Bicyclists
46 3) b/t Gladstone St & Base
Line Rd
Minor
Arterial No Yes - - 40 46 40 0 0.69 16,960 0.16 0.84 1) Round to 45 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
47 4) b/t Base Line Rd & Route
66 Minor
Arterial No Yes - - 40 38 40 0 0.34 21,784 0.62 1.32
1) Round to 40 MPH
48 5) b/t Route 66 & Ada Ave Minor
Arterial No Yes - - 35 33 35 0 0.29 13,534 0.23 1.32
1) Round to 35 MPH
49 6) b/t Ada Ave & Foothill Blvd Minor
Arterial No Yes No Yes 35 38 35 0 0.25 9,119 0.80 1.32
1) Round to 40 MPH
2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists

Page 5 of 12 ends

City of Glendale: 2025 Engineering and Traffic Survey (E&TS) Summary Location
Number Roadway Segment Roadway Classification
Safety Corridor:

Higher Crash Rates
CVC Sec.
22358.7(a)(1)
High Concentration
of Peds & Bicyclists
CVC Sec.
22358.7(a)(2)
Retain currently
adopted or restore
immediately prior
speed limit
CVC Sec. 22358.8
Business Activity
District
CVC Sec. 22358.9
Adjacent to
Business Activity
District
Posted Speed
Limit
(mph)
85th
Percentile
Speed
(mph)
Recommended
Speed Limit
(mph)
Differential
Speed Limit
Length
(mi) ADT
Accident Rate
(per MVMT)
Countywide
Accident Rate
(per MVMT)
Comments
50 7) b/t Bennett Ave & Sierra
Madre Ave
Minor
Arterial - Yes - Yes 35 38 30 5 0.50 2,375 3.08 1.32
1) Round to 40 MPH
2) Round down to 35 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(1); Safety Corridor: Higher Crash Rates; Proposed Safety Corridor or per CVC Section 22358.7(a)(2); High
Concentration of Peds & Bicyclists
GLENDORA MOUNTAIN RD:
51 1) b/t Sierra Madre Ave &
Boulder Springs Dr
Collector
Street - Yes - - 40 44 40 0 0.37 1,469 3.36 0.84
1) Round to 45 MPH
2) Round down an additional 5 MPH per CVC Section
22358.7(a)(1); Safety Corridor: Higher Crash Rates; Proposed Safety Corridor or per CVC Section 22358.7(a)(2); High
Concentration of Peds & Bicyclists
52 2) b/t Boulder Springs Dr &
Big Dalton Canyon Rd
Collector
Street No Yes - - 40 44 40 0 0.25 793 0.00 0.84 1) Round to 45 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
GLENWOOD AVE:
53 1) b/t Route 66 & Foothill
Blvd Local Street - Yes - - 25 34 25 0 0.50 890 4.10 2.61 1) Round to 35 MPH
2) Round down to 30 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(1); Safety Corridor: Higher Crash Rates; Proposed Safety Corridor or per CVC Section 22358.7(a)(2); High
Concentration of Peds & Bicyclists
GRAND AVE:
54 1) b/t Arrow Hwy &
Gladstone St
Major
Arterial NA NA - - 45 42 40 5 0.54 22,480 0.68 1.15 1) Round to 40 MPH 2) Maintain existing speed limit due to CVC Section 22358.8 Note: Cannot Round down an additional 5 MPH since this is classified under Map21 National Hwy System
55 2) b/t Gladstone St & 210
Fwy
Major
Arterial NA NA - - 40 46 40 0 0.43 23,515 0.36 1.15
1) Round to 45 MPH
2) Round down to 40 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Maintain existing speed limit due to CVC Section 22358.8 Note: Cannot Round down an additional 5 MPH since this is classified under Map21 National Hwy System
56 3) b/t Base Line Rd & Mauna
Loa Ave
Major
Arterial NA NA - - 40 41 40 0 0.25 32,222 1.81 1.15 1) Round to 40 MPH 2) Maintain existing speed limit due to CVC Section 22358.8 Note: Cannot Round down an additional 5 MPH since this is classified under Map21 National Hwy System
57 4) b/t Mauna Loa Ave &
Route 66
Major
Arterial NA NA - - 40 39 40 0 0.25 31,434 0.58 1.15 1) Round to 40 MPH 2) Maintain existing speed limit due to CVC Section 22358.8 Note: Cannot Round down an additional 5 MPH since this is classified under Map21 National Hwy System

Page 6 of 12 ends

City of Glendale: 2025 Engineering and Traffic Survey (E&TS) Summary Location
Number Roadway Segment Roadway Classification
Safety Corridor:

Higher Crash Rates
CVC Sec.
22358.7(a)(1)
High Concentration
of Peds & Bicyclists
CVC Sec.
22358.7(a)(2)
Retain currently
adopted or restore
immediately prior
speed limit
CVC Sec. 22358.8
Business Activity
District
CVC Sec. 22358.9
Adjacent to
Business Activity
District
Posted Speed
Limit
(mph)
85th
Percentile
Speed
(mph)
Recommended
Speed Limit
(mph)
Differential
Speed Limit
Length
(mi) ADT
Accident Rate
(per MVMT)
Countywide
Accident Rate
(per MVMT)
Comments
58 5) b/t Route 66 & Ada Ave Minor
Arterial No Yes - - 40 44 40 0 0.24 14,326 0.80 0.84 1) Round to 45 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
59 6) b/t Ada Ave & Foothill Blvd Minor
Arterial No Yes - - 40 43 40 0 0.25 15,252 0.48 0.84 1) Round to 45 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
60 7) b/t Foothill Blvd & Bennett
Ave
Minor
Arterial - Yes - - 40 40 40 0 0.25 8,442 2.16 1.32
1) Round to 40 MPH
61 8) b/t Bennett Ave & Leadora
Ave
Minor
Arterial No Yes - - 40 42 40 0 0.25 6,015 0.61 1.32
1) Round to 40 MPH
62 9) b/t Leadora Ave & Sierra
Madre Ave
Minor
Arterial No Yes - - 40 42 40 0 0.25 4,766 0.77 0.84
1) Round to 40 MPH
JUANITA AVE:
63 1) b/t Grand Ave & Glendora
Ave
Collector
Street - Yes - - 30 40 30 0 0.49 2,770 2.69 1.96
1) Round to 40 MPH
2) Round down to 35 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(1); Safety Corridor: Higher Crash Rates; Proposed Safety Corridor or per CVC Section 22358.7(a)(2); High
Concentration of Peds & Bicyclists
64 2) b/t Glendora Ave & Bonnie
Cove Ave
Collector
Street No Yes - - 30 38 30 0 0.49 1,678 0.00 1.96
1) Round to 40 MPH
2) Round down to 35 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
65 3) b/t Bonnie Cove Ave &
Sunflower Ave
Collector
Street No Yes - - 30 38 30 0 0.49 2,525 1.48 1.96
1) Round to 40 MPH
2) Round down to 35 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
66 4) b/t Sunflower Ave & Valley
Center Ave
Collector
Street No Yes - - 30 36 30 0 0.49 1,897 0.98 1.96 1) Round to 35 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
LEADORA AVE:
67 1) b/t Yucca Ridge Rd &
Barranca Ave
Collector
Street No Yes - - 30 31 30 0 0.39 594 0.00 1.96
1) Round to 30 MPH
2) Round down to 25 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
68 2) b/t Barranca Ave & Grand
Ave
Collector
Street No Yes - - 30 39 30 0 0.49 1,864 0.00 1.96
1) Round to 40 MPH
2) Round down to 35 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section

Page 7 of 12 ends

City of Glendale: 2025 Engineering and Traffic Survey (E&TS) Summary Location
Number Roadway Segment Roadway Classification
Safety Corridor:

Higher Crash Rates
CVC Sec.
22358.7(a)(1)
High Concentration
of Peds & Bicyclists
CVC Sec.
22358.7(a)(2)
Retain currently
adopted or restore
immediately prior
speed limit
CVC Sec. 22358.8
Business Activity
District
CVC Sec. 22358.9
Adjacent to
Business Activity
District
Posted Speed
Limit
(mph)
85th
Percentile
Speed
(mph)
Recommended
Speed Limit
(mph)
Differential
Speed Limit
Length
(mi) ADT
Accident Rate
(per MVMT)
Countywide
Accident Rate
(per MVMT)
Comments
69 3) b/t Grand Ave & Glendora
Ave
Collector
Street - Yes - - 30 42 30 0 0.40 2,168 2.11 1.96
1) Round to 40 MPH
2) Round down to 35 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(1); Safety Corridor: Higher Crash Rates; Proposed Safety Corridor or per CVC Section 22358.7(a)(2); High
Concentration of Peds & Bicyclists
70 4) b/t Glendora Ave & Cullen
Ave
Collector
Street No Yes - - 30 35 30 0 0.34 1,394 0.00 1.96 1) Round to 35 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
71 5) b/t Cullen Ave & Live Oak
Ave
Collector
Street No Yes - - 30 34 30 0 0.25 1,346 0.00 1.96 1) Round to 35 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
72 6) b/t Live Oak Ave & Loraine
Ave
Collector
Street No Yes - - 30 38 30 0 0.50 1,534 0.00 1.96
1) Round to 40 MPH
2) Round down to 35 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
LIVE OAK AVE:
73 1) b/t Foothill Blvd & Bennett
Ave
Collector
Street No Yes - - 25 33 25 0 0.26 1,831 0.00 1.96
1) Round to 35 MPH
2) Round down to 30 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
74 2) b/t Bennett Ave & Leadora
Ave
Collector
Street No Yes - - 25 33 25 0 0.25 2,298 0.00 1.96
1) Round to 35 MPH
2) Round down to 30 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
75 3) b/t Leadora Ave & Sierra
Madre Ave
Collector
Street No Yes - - 25 35 25 0 0.25 1,420 0.00 1.96
1) Round to 35 MPH
2) Round down to 30 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
76 4) b/t Sierra Madre Ave &
Palm Dr
Collector
Street No Yes - - 25 36 25 0 0.26 1,799 0.00 1.96
1) Round to 35 MPH
2) Round down to 30 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists

Page 8 of 12 ends

City of Glendale: 2025 Engineering and Traffic Survey (E&TS) Summary Location
Number Roadway Segment Roadway Classification
Safety Corridor:

Higher Crash Rates
CVC Sec.
22358.7(a)(1)
High Concentration
of Peds & Bicyclists
CVC Sec.
22358.7(a)(2)
Retain currently
adopted or restore
immediately prior
speed limit
CVC Sec. 22358.8
Business Activity
District
CVC Sec. 22358.9
Adjacent to
Business Activity
District
Posted Speed
Limit
(mph)
85th
Percentile
Speed
(mph)
Recommended
Speed Limit
(mph)
Differential
Speed Limit
Length
(mi) ADT
Accident Rate
(per MVMT)
Countywide
Accident Rate
(per MVMT)
Comments
LONE HILL AVE:
77 1) b/t Gladstone St & Auto
Centre Dr
Minor
Arterial - Yes No - 40 33 35 5 0.25 20,202 1.45 1.32
1) Round to 35 MPH
78 2) b/t Auto Centre Dr & 210
Fwy
Minor
Arterial - Yes No - 40 40 40 0 0.21 32,070 2.31 1.32
1) Round to 40 MPH
79 3) b/t Petunia St & Route 66 Minor
Arterial - Yes - - 40 44 40 0 0.37 29,370 1.51 0.84
1) Round to 45 MPH
2) Round down an additional 5 MPH per CVC Section
22358.7(a)(1); Safety Corridor: Higher Crash Rates; Proposed Safety Corridor or per CVC Section 22358.7(a)(2); High
Concentration of Peds & Bicyclists
80 4) b/t Route 66 & Foothill
Blvd
Minor
Arterial No Yes - - 40 41 40 0 0.53 16,656 0.10 0.84
1) Round to 40 MPH
LORAINE AVE:
81 1) b/t Route 66 & Steffen St Minor
Arterial No Yes - - 40 42 40 0 0.28 8,498 0.00 1.32
1) Round to 40 MPH
82 2) b/t Steffen St & Foothill
Blvd
Minor
Arterial No Yes - - 40 43 40 0 0.22 7,478 1.11 1.32 1) Round to 45 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
83 3) b/t Foothill Blvd & Bennett
Ave
Minor
Arterial No Yes - - 40 41 40 0 0.25 7,521 0.49 0.84
1) Round to 40 MPH
84 4) b/t Bennett Ave & Leadora
Ave
Minor
Arterial No Yes - - 40 41 40 0 0.25 5,369 0.00 1.32
1) Round to 40 MPH
85 5) b/t Leadora Ave & Sierra
Madre Ave
Minor
Arterial No Yes - - 40 41 40 0 0.25 3,135 0.00 1.32
1) Round to 40 MPH
86 6) b/t Sierra Madre Ave &
Palm Dr
Collector
Street No Yes - - 35 38 35 0 0.26 2,255 0.00 1.96 1) Round to 40 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
MAUNA LOA AVE:
87 1) b/t Barranca Ave & Grand
Ave
Collector
Street No Yes - - 25 37 25 0 0.50 3,869 0.94 1.96
1) Round to 35 MPH
2) Round down to 30 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
88 2) b/t Grand Ave &
Glendora Ave
Collector
Street - Yes - - 30 38 30 0 0.49 3,137 2.38 1.96
1) Round to 40 MPH
2) Round down to 35 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Round down an additional 5 MPH per CVC Section
22358.7(a)(1); Safety Corridor: Higher Crash Rates; Proposed Safety Corridor or per CVC Section 22358.7(a)(2); High
Concentration of Peds & Bicyclists

Page 9 of 12 ends

City of Glendale: 2025 Engineering and Traffic Survey (E&TS) Summary Location
Number Roadway Segment Roadway Classification
Safety Corridor:

Higher Crash Rates
CVC Sec.
22358.7(a)(1)
High Concentration
of Peds & Bicyclists
CVC Sec.
22358.7(a)(2)
Retain currently
adopted or restore
immediately prior
speed limit
CVC Sec. 22358.8
Business Activity
District
CVC Sec. 22358.9
Adjacent to
Business Activity
District
Posted Speed
Limit
(mph)
85th
Percentile
Speed
(mph)
Recommended
Speed Limit
(mph)
Differential
Speed Limit
Length
(mi) ADT
Accident Rate
(per MVMT)
Countywide
Accident Rate
(per MVMT)
Comments
PALM DR:
89 1) b/t Live Oak Ave & Loraine
Ave
Collector
Street No Yes - - 35 37 35 0 0.49 1,387 0.00 1.96
1) Round to 35 MPH
PASADENA AVE:
90 1) b/t Route 66 & Lemon
Ave
Collector
Street No Yes - - 25 31 25 0 0.12 3,086 0.00 1.96 1) Round to 30 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
91 2) b/t Lemon Ave & Ada Ave Collector
Street - Yes - - 25 28 25 0 0.13 1,896 3.71 1.96 1) Round to 30 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
ROUTE 66:
92 1) b/t Barranca Ave & Vecino
Dr
Major
Arterial NA NA No - 40 42 40 0 0.25 18,256 1.00 1.15
1) Round to 40 MPH
2) Maintain existing speed limit due to CVC Section 22358.8 Note: Cannot Round down an additional 5 MPH since this is classified under Map21 National Hwy System
93 2) b/t Vecino Dr & Grand Ave Major
Arterial NA NA No - 40 42 40 0 0.26 18,977 0.74 2.15
1) Round to 40 MPH
2) Maintain existing speed limit due to CVC Section 22358.8 Note: Cannot Round down an additional 5 MPH since this is classified under Map21 National Hwy System
94 3) b/t Grand Ave & Vermont
Ave
Major
Arterial NA NA No - 40 40 40 0 0.28 20,449 2.39 2.15
1) Round to 40 MPH
2) Maintain existing speed limit due to CVC Section 22358.8 Note: Cannot Round down an additional 5 MPH since this is classified under Map21 National Hwy System
95 4) b/t Vermont Ave &
Glendora Ave
Major
Arterial NA NA No - 40 40 40 0 0.19 25,575 0.75 2.15
1) Round to 40 MPH
2) Maintain existing speed limit due to CVC Section 22358.8 Note: Cannot Round down an additional 5 MPH since this is classified under Map21 National Hwy System
96 5) b/t Glendora Ave &
Pasadena Ave
Major
Arterial NA NA No - 40 40 40 0 0.19 21,088 2.28 2.15
1) Round to 40 MPH
2) Maintain existing speed limit due to CVC Section 22358.8 Note: Cannot Round down an additional 5 MPH since this is classified under Map21 National Hwy System
97 6) b/t Pasadena Ave &
Elwood Ave
Major
Arterial NA NA No - 40 44 40 0 0.55 21,687 0.77 1.15
1) Round to 45 MPH
2) Round down to 40 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Maintain existing speed limit due to CVC Section 22358.8 Note: Cannot Round down an additional 5 MPH since this is classified under Map21 National Hwy System
98 7) b/t Elwood Ave & Loraine
Ave
Major
Arterial NA NA No - 40 44 40 0 0.25 21,314 1.20 1.15
1) Round to 45 MPH
2) Round down to 40 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Maintain existing speed limit due to CVC Section 22358.8 Note: Cannot Round down an additional 5 MPH since this is classified under Map21 National Hwy System

Page 10 of 12 ends

City of Glendale: 2025 Engineering and Traffic Survey (E&TS) Summary Location
Number Roadway Segment Roadway Classification
Safety Corridor:

Higher Crash Rates
CVC Sec.
22358.7(a)(1)
High Concentration
of Peds & Bicyclists
CVC Sec.
22358.7(a)(2)
Retain currently
adopted or restore
immediately prior
speed limit
CVC Sec. 22358.8
Business Activity
District
CVC Sec. 22358.9
Adjacent to
Business Activity
District
Posted Speed
Limit
(mph)
85th
Percentile
Speed
(mph)
Recommended
Speed Limit
(mph)
Differential
Speed Limit
Length
(mi) ADT
Accident Rate
(per MVMT)
Countywide
Accident Rate
(per MVMT)
Comments
99 8) b/t Loraine Ave & Hunters
Trail
Major
Arterial NA NA No - 45 47 45 0 0.37 25,602 0.67 1.15
1) Round to 45 MPH
2) Maintain existing speed limit due to CVC Section 22358.8 Note: Cannot Round down an additional 5 MPH since this is classified under Map21 National Hwy System
100 9) b/t Hunters Trail &
Compromise Line Rd
Major
Arterial NA NA No - 45 50 45 0 0.37 24132 0.72 1.15
1) Round to 50 MPH
2) Round down to 45 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Maintain existing speed limit due to CVC Section 22358.8 Note: Cannot Round down an additional 5 MPH since this is classified under Map21 National Hwy System
101 10) b/t Compromise Line Rd
& Lone Hill Ave
Major
Arterial NA NA No - 45 42 45 0 0.23 26340 1.21 1.15 1) Maintain existing speed limit due to CVC Section 22358.8 Note: Cannot Round down an additional 5 MPH since this is classified under Map21 National Hwy System
102 11) b/t Lone Hill Ave &
Amelia Ave
Major
Arterial NA NA No - 45 47 45 0 0.50 11734 0.62 1.15
1) Round to 45 MPH
2) Maintain existing speed limit due to CVC Section 22358.8 Note: Cannot Round down an additional 5 MPH since this is classified under Map21 National Hwy System
103 12) b/t Amelia Ave &
Cataract Ave
Major
Arterial No Yes - - 45 52 45 0 0.49 17,008 0.11 1.15
1) Round to 50 MPH
2) Round down to 45 MPH, per CVC 22358.6(b); Engineers
determine roadway contains traffic conditions not readily apparent to the driver
3) Maintain existing speed limit due to CVC Section 22358.8 Note: Cannot Round down an additional 5 MPH since this is classified under Map21 National Hwy System
SIERRA MADRE AVE:
104 1) b/t 660' W/o Yucca Ridge
Rd & Barranca Ave
Minor
Arterial No Yes - - 45 47 45 0 0.51 7,916 0.68 0.84
1) Round to 45 MPH
105 2) b/t Barranca Ave & Grand
Ave
Minor
Arterial No Yes - - 45 46 45 0 0.49 9,246 0.00 0.84
1) Round to 45 MPH
106 3) b/t Grand Ave & Glendora
Ave
Minor
Arterial No Yes - - 40 41 40 0 0.40 11,679 0.00 0.84
1) Round to 40 MPH
107 4) b/t Glendora Ave & Live
Oak Ave
Minor
Arterial No Yes - - 40 42 40 0 0.60 11,502 0.13 1.32
1) Round to 40 MPH
108 5) b/t Live Oak Ave & Loraine
Ave
Minor
Arterial No Yes - - 40 42 40 0 0.50 6,248 0.58 1.32
1) Round to 40 MPH
109 6) b/t Loraine Ave & Valley
Center Ave
Minor
Arterial No Yes - - 40 44 40 0 0.51 6,162 0.00 0.84 1) Round to 45 MPH 2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists
SUNFLOWER AVE:
110 1) b/t Arrow Hwy & Juanita
Ave
Minor
Arterial - Yes - - 40 42 40 0 0.23 13,686 0.87 0.84
1) Round to 40 MPH

Page 11 of 12 ends

City of Glendale: 2025 Engineering and Traffic Survey (E&TS) Summary Location
Number Roadway Segment Roadway Classification
Safety Corridor:

VERMONT AVE
118 1) b/t Route 66 & Ada Ave Local Street - Yes - - 30 36 30 0 0.25 5,568 3.94 2.61 1) Round to 35 MPH
2) Round down an additional 5 MPH per CVC Section
22358.7(a)(1); Safety Corridor: Higher Crash Rates; Proposed Safety Corridor or per CVC Section 22358.7(a)(2); High
Concentration of Peds & Bicyclists
119 2) b/t Ada Ave & Foothill Blvd Local Street No Yes - - 30 37 30 0 0.25 4,351 1.68 2.61 1) Round to 35 MPH
2) Round down an additional 5 MPH per CVC Section
22358.7(a)(2); High Concentration of Peds & Bicyclists

Page 12 of 12 ends

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Ada Avenue LOC. NO. 1 DATE: 08/14/2025
EB WB

47.5 1 -
No -
No -
Yes -
30 -
Residential Healthcare
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
2313 -

0.32 -
32 -
27 -
26 -
18-38 -
21-30 -
72 -
0 -
3 -
0 -
3 -

0.00 -

3.70 -

0.00 -

3.70 -
- -
No -
No -
No -
Minor -
No -
25 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
LIMITS: b/t Grand Ave and Vermont Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Ada Avenue LOC. NO. 2 DATE: 08/14/2025
EB WB

32.4 1 -
No -
No -
Yes -
25 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
604 -

0.73 -
34 -
30 -
30 -
20-40 -
25-34 -
74 -
0 -
3 -
0 -
3 -

0.00 -

6.21 -

0.00 -

6.21 -
- -
No -
No -
No -
No -
No -
15 mph Speed Bumps
25 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
LIMITS: b/t Vermont Ave and Glenwood Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Amelia Avenue LOC. NO. 3 DATE: 08/14/2025
NB SB

64.1 2 -
No -
No -
No -
40 Not Posted
Residential -
Yes -
Frequent -
Yes -
Yes Yes
Yes -
Yes -
7284 -

0.48 -
42 -
38 -
38 -
30-49 -
35-44 -
76 -
0 -
2 -
0 -
2 -

0.00 -

0.52 -

0.00 -

0.52 -
- -
No -
No -
No -
No -
Yes -
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
LIMITS: b/t Auto Center Dr and Duell St

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Amelia Avenue LOC. NO. 4 DATE: 08/14/2025
NB SB

63.9 2 -
No -
No -
Yes -
Not Posted 40
Institutional Residential
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
7145 -

0.17 -
40 -
36 -
36 -
29-47 -
31-40 -
83 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
Minor -
Yes -
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
LIMITS: b/t Duell St and Route 66

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Amelia Avenue LOC. NO. 5 DATE: 08/14/2025
NB SB

32.5 1 -
Yes -
No -
No -
35 -
Golf Course Residential
No -
Not Frequent -
No -
Yes -
No -
Yes -
5158 -

0.37 -
45 -
39 -
39 -
28-49 -
34-43 -
72 -
0 -
1 -
0 -
1 -

0.00 -

0.48 -

0.00 -

0.48 -
- -
No -
No -
No -
Yes -
No -
Signalized Golf Cart Crossing
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
LIMITS: b/t Route 66 and Country Club Dr

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Amelia Avenue LOC. NO. 6 DATE: 08/14/2025
NB SB

39.6 1 -
No -
No -
Yes -
25 -
Residential -
Yes -
Frequent -
Yes -
Yes -
No -
Yes -
4518 -

0.26 -
34 -
31 -
31 -
23-41 -
26-35 -
89 -
0 -
2 -
0 -
2 -

0.00 -

1.55 -

0.00 -

1.55 -
- -
No -
No -
No -
Yes -
No -
25 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
LIMITS: b/t Country Club Dr and Foothill Blvd

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Auto Center Drive LOC. NO. 7 DATE: 08/14/2025
EB WB

63.6 2 -
No -
Yes -
No -
35 -
Commercial -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
19727 -

0.32 -
38 -
34 -
34 -
26-42 -
29-38 -
89 -
0 -
17 -
0 -
17 -

0.00 -

2.46 -

0.00 -

2.46 -
- -
No -
No -
No -
Minor -
No -
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
LIMITS: b/t Lone Hill Ave and 57 Fwy

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Auto Center Drive LOC. NO. 8 DATE: 08/14/2025
EB WB

51.9 1 -
Yes -
No -
Yes -
35 -
Commercial -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
12080 -

0.19 -
36 -
33 -
33 -
25-41 -
28-37 -
90 -
0 -
1 -
0 -
1 -

0.00 -

0.40 -

0.00 -

0.40 -
- -
No -
No -
No -
No -
Yes -
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
LIMITS: b/t 57 Fwy and Amelia Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Barranca Avenue LOC. NO. 9
NB SB
62 2 -
Yes -
No -
No -
40 Not Posted
Residential Institutional
Yes -
Frequent Frequent
Yes -
Yes -
Yes -
Yes -
14,469 -

0.5 -
43 -
40 -
40 -
31-47 -
34-43 -
85 -
0 -
6 -
0 -
6 -

0.00 -

0.76 -

0.00 -

0.76 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Route 66 and Foothill Blvd

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Barranca Avenue LOC. NO. 10
NB SB

64.4 2 -
No -
No -
Yes -
40 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
7916 -

0.5 -
42 -
38 -
38 -
30-48 -
34-43 -
82 -
0 -
1 -
0 -
1 -

0.00 -

0.23 -

0.00 -

0.23 -
- -
Yes -
Yes -
Yes -
No -
No -
RR Xing. Stop @ Bennett.
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Foothill Blvd and Leadora Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Barranca Avenue LOC. NO. 11
NB SB
32 1 -
No -
No -
No -
35 -
Residential -
Yes -
Not Frequent -
Yes -
Yes -
No -
Yes -
3548 -

0.25 -
39 -
34 -
34 -
22-44 -
30-39 -
66 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Leadora Ave and Sierra Madre Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Base Line Road LOC. NO. 12
EB WB
58 2 -
No -
No -
No -
45 -
Open Field Residential
No -
Not Frequent -
Yes -
Yes -
No -
Yes -
9722 -

0.5 -
48 -
44 -
44 -
33-55 -
39-48 -
72 -
0 -
14 -
0 -
14 -

0.00 -

2.63 -

0.00 -

2.63 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Barranca Ave and Grand Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Base Line Road LOC. NO. 13
EB WB
83 2 -
No -
Yes -
No -
35 -
Commercial -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
15,666 -

0.18 -
36 -
33 -
33 -
23-39 -
28-37 -
89 -
0 -
2 -
0 -
2 -

0.00 -

0.65 -

0.00 -

0.65 -
- -
No -
No -
No -
No -
No -
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Grand Ave and Dodsworth Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Base Line Road LOC. NO. 14
EB WB
60 2 -
No -
Yes -
No -
35 -
Residential -
Yes No
Not Frequent
Yes -
Yes -
Yes -
Yes -
9088 -

0.36 -
41 -
36 -
36 -
26-45 -
32-41 -
76 -
0 -
2 -
0 -
2 -

0.00 -

0.56 -

0.00 -

0.56 -
- -
No -
No -
No -
Yes -
Yes -
Dip
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Dodsworth Ave and Glendora Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Bennett Avenue LOC. NO. 15
EB WB
64-48
1 -
No -
No -
Yes -
30 -
Residential Institutional
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
3260 -

0.49 -
39 -
35 -
35 -
24-43 -
30-39 -
77 -
0 -
3 -
0 -
3 -

0.00 -

1.72 -

0.00 -

1.72 -
- -
No -
Yes -
No -
No -
Yes -
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Barranca Ave and Grand Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Bennett Avenue LOC. NO. 16
EB WB

48.6 1 -
No -
No -
Yes -
35 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
4116 -

0.4 -
38 -
34 -
34 -
24-43 -
29-38 -
84 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
Yes -
Stop @ Vermont
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Grand Ave and Glendora Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Bennett Avenue LOC. NO. 17
EB WB

49.6 1 -
No -
No -
Yes -
35 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
3625 -

0.35 -
37 -
33 -
33 -
25-43 -
29-38 -
79 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Glendora Ave and Cullen Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Bennett Avenue LOC. NO. 18
EB WB

37.8 1 -
No -
No -
Yes -
30 -
Residential -
Yes -
Frequent -
Yes -
Yes -
No -
No -
2873 -

0.25 -
35 -
31 -
31 -
23-42 -
27-36 -
84 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Cullen Ave and Live Oak Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Bennett Avenue LOC. NO. 19
EB WB
38 1 -
No -
No -
Yes -
30 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
2884 -

0.49 -
37 -
33 -
33 -
24-42 -
29-38 -
79 -
0 -
1 -
0 -
1 -

0.00 -

0.65 -

0.00 -

0.65 -
- -
No -
No -
No -
No -
No -
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Live Oak Ave and Loraine Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Bennett Avenue LOC. NO. 20
EB WB

35.8 1 -
No -
No -
Yes -
25 -
Residential -
Yes -
Frequent -
Yes -
Yes -
No -
Yes -
310 -

0.4 -
30 -
26 -
26 -
18-37 -
21-30 -
81 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
25 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Loraine Ave and Underhill Dr

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Bonnie Cove Avenue LOC. NO. 21
NB SB

49.2 1 -
No -
No -
Yes -
25 -
Residential -
Yes -
Not Frequent -
Yes -
Yes -
No -
Yes -
3948 -

0.24 -
36 -
32 -
32 -
26-40 -
27-36 -
88 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
25 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Arrow Hwy and Juanita Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Bonnie Cove Avenue LOC. NO. 22
NB SB
40 1 -
No -
No -
Yes -
25 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
2454 -

0.25 -
37 -
33 -
33 -
22-42 -
29-38 -
74 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
25 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Juanita Ave and Gladstone St

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Bonnie Cove Avenue LOC. NO. 23
NB SB
61 1 -
No -
No -
Yes -
25 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
1789 -

0.25 -
31 -
26 -
26 -
18-35 -
22-31 -
71 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
25 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Gladstone St and 210 Fwy

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Compromise Line Road LOC. NO. 24
EB WB
45-63
1 -
No -
No -
Yes -
40 -
Residential -
No -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
3184 -

0.26 -
40 -
36 -
36 -
25-47 -
31-40 -
75 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Valley Center Ave and Route 66

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Cullen Avenue LOC. NO. 25
NB SB

35.6 1 -
No -
No -
Yes -
30 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
3328 -

0.25 -
36 -
32 -
32 -
23-40 -
28-37 -
83 -
0 -
1 -
0 -
1 -

0.00 -

1.10 -

0.00 -

1.10 -
- -
No -
No -
No -
No -
No -
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Ada Ave and Foothill Blvd

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Cullen Avenue LOC. NO. 26
NB SB

40.2 1 -
No -
No -
Yes -
30 -
Residential -
Yes -
Frequent -
Yes -
Yes -
No -
Yes -
3541 -

0.25 -
37 -
32 -
32 -
23-43 -
27-36 -
78 -
0 -
1 -
0 -
1 -

0.00 -

1.03 -

0.00 -

1.03 -
- -
No -
No -
No -
No -
No -
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Foothill Blvd and Bennett Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Cullen Avenue LOC. NO. 27
NB SB

39.9 1 -
No -
No -
Yes -
30 -
Residential -
Yes -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
2814 -

0.25 -
38 -
33 -
34 -
24-45 -
30-39 -
75 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Bennett Ave and Leadora Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Cullen Avenue LOC. NO. 28
NB SB

40.7 1 -
No -
No -
Yes -
30 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
1482 -

0.25 -
37 -
33 -
33 -
26-43 -
27-36 -
82 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Leadora Ave & Sierra Madre Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Elwood Avenue LOC. NO. 29
NB SB
36 1 -
No -
No -
Yes -
35 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
1641 -

0.5 -
38 -
34 -
34 -
23-42 -
29-38 -
75 -
0 -
3 -
0 -
3 -

0.00 -

3.34 -

0.00 -

3.34 -
- -
No -
No -
No -
No -
No -
RR Xing
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Route 66 and Foothill Blvd

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Foothill Boulevard LOC. NO. 30
EB WB

61.5 2 -
Yes -
No -
No -
35 -
Institutional Residential
Yes -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
9306 -

0.5 -
45 -
40 -
40 -
29-52 -
35-44 -
67 -
0 -
5 -
0 -
5 -

0.00 -

0.98 -

0.00 -

0.98 -
- -
No -
No -
No -
No -
No -
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Citrus Ave and Barranca Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Foothill Boulevard LOC. NO. 31
EB WB
55 1/2 2
No -
No -
Yes -
40 -
Residential -
Yes -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
11061 -

0.5 -
43 -
37 -
37 -
26-48 -
32-41 -
71 -
0 -
5 -
0 -
5 -

0.00 -

0.83 -

0.00 -

0.83 -
- -
No -
No -
No -
No -
No -
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Barranca Ave and Grand Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Foothill Boulevard LOC. NO. 32
EB WB

59.6 2 -
No -
No -
Yes -
40 -
Commercial -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
14424 -

0.4 -
40 -
36 -
36 -
26-44 -
32-41 -
83 -
0 -
7 -
0 -
7 -

0.00 -

1.11 -

0.00 -

1.11 -
- -
No -
No -
No -
No -
No -
Signal @ Vermont
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Grand Ave and Glendora Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Foothill Boulevard LOC. NO. 33
EB WB

40.5 1 -
No -
No -
Yes -
40 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
11819 -

0.35 -
39 -
34 -
33 -
25-44 -
30-39 -
77 -
0 -
4 -
0 -
4 -

0.00 -

0.88 -

0.00 -

0.88 -
- -
No -
No -
No -
No -
No -
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Glendora Ave and Cullen Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Foothill Boulevard LOC. NO. 34
EB WB

41.5 1 -
No -
No -
Yes -
35 -
Residential -
Yes -
Frequent -
No -
Yes -
No -
Yes -
11739 -

0.74 -
41 -
38 -
37 -
29-48 -
32-41 -
79 -
0 -
3 -
0 -
3 -

0.00 -

0.32 -

0.00 -

0.32 -
- -
No -
Yes -
No -
No -
Yes -
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Cullen Ave and Loraine Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Foothill Boulevard LOC. NO. 35
EB WB

44.4 1 -
No -
No -
Yes -
35 -
Residential -
Yes -
Frequent -
No -
Yes -
Yes -
Yes -
12898 -

0.48 -
43 -
38 -
37 -
28-50 -
33-42 -
70 -
0 -
3 -
0 -
3 -

0.00 -

0.44 -

0.00 -

0.44 -
- -
No -
No -
No -
No -
No -
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Loraine Ave and Valley Center Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Foothill Boulevard LOC. NO. 36
EB WB

52.2 2/1 1
No -
No -
Yes -
35 -
Residential -
No -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
15404 -

0.52 -
42 -
38 -
38 -
31-49 -
33-42 -
42 -
0 -
4 -
0 -
4 -

0.00 -

0.46 -

0.00 -

0.46 -
- -
No -
Yes -
No -
No -
Yes -
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Valley Center Ave and Lone Hill Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Foothill Boulevard LOC. NO. 37
EB WB

52.2 1 -
No -
No -
Yes -
40 -
Residential -
No -
Not Frequent -
Yes -
No -
No -
Yes -
4617 -

0.46 -
43 -
39 -
38 -
30-49 -
34-43 -
80 -
0 -
0 -
1 -

0.00 -

0.43 -

0.00 -

0.43 -
- -
No -
No -
Yes -
No -
No -
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Lone Hill Ave and Amelia Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Gladstone Street LOC. NO. 38
EB WB

64.7 2 -
No -
No -
Yes -
45 -
Cemetery Residential
No -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
13893 -

0.5 -
49 -
43 -
42 -
33-54 -
38-47 -
73 -
0 -
13 -
0 -
13 -

0.00 -

1.71 -

0.00 -

1.71 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Barranca Ave and Grand Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Gladstone Street LOC. NO. 39
EB WB

64.4 2 -
Yes -
No -
Yes- near Grand only
45 -
Institutional -
No -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
14874 -

0.49 -
44 -
41 -
40 -
33-50 -
35-44 -
81 -
0 -
10 -
0 -
10 -

0.00 -

1.25 -

0.00 -

1.25 -
- -
No -
Yes -
No -
No -
Yes -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Grand Ave and Glendora Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Gladstone Street LOC. NO. 40
EB WB

64.5 2 -
Yes -
No -
Yes No
45 -
Residential -
Yes -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
19219 -

0.5 -
48 -
44 -
44 -
34-53 -
39-48 -
70 -
0 -
5 -
0 -
5 -

0.00 -

0.48 -

0.00 -

0.48 -
- -
No -
No -
No -
No -
No -
45 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Glendora Ave and Bonnie Cove Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Gladstone Street LOC. NO. 41
EB WB

64.4 2 -
Yes -
No -
No -
45 -
Residential -
Yes No
Not Frequent -
Yes -
Yes -
Yes -
Yes -
19403 -

0.5 -
50 -
44 -
44 -
32-55 -
38-47 -
72 -
0 -
7 -
0 -
7 -

0.00 -

0.66 -

0.00 -

0.66 -
- -
No -
No -
No -
No -
No -
45 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Bonnie Cove Ave and Sunflower Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Gladstone Street LOC. NO. 42
EB WB

54.6 2 -
No -
No -
Yes -
45 -
Residential -
No -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
19690 -

0.5 -
46 -
41 -
41 -
31-53 -
36-45 -
70 -
0 -
7 -
0 -
7 -

0.00 -

0.65 -

0.00 -

0.65 -
- -
No -
Yes -
No -
No -
Yes -
Signal @ Willow
45 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Sunflower Ave and Valley Center Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Gladstone Street LOC. NO. 43
EB WB
58 2 -
Yes -
No -
Yes No
45 -
Residential Commercial
No
Not Frequent -
Yes -
No -
Yes -
Yes -
15726 -

0.49 -
45 -
41 -
40 -
32-52 -
36-45 -
79 -
0 -
4 -
0 -
4 -

0.00 -

0.47 -

0.00 -

0.47 -
- -
No -
Yes -
No -
No -
Yes -
Signal @ Shellman
45 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Valley Center Ave and Lone Hill Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Glendora Avenue LOC. NO. 44
NB SB

64.6 2 -
No -
No -
Yes -
40 Not Posted
Residential -
Yes -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
13196 -

0.24 -
43 -
38 -
38 -
27-50 -
34-43 -
69 -
0 -
7 -
0 -
7 -

0.00 -

2.02 -

0.00 -

2.02 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Arrow Hwy and Juanita Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Glendora Avenue LOC. NO. 45
NB SB

64.2 2 -
No -
No -
Yes -
Not Posted 40
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
13573 -

0.25 -
44 -
40 -
40 -
29-48 -
36-45 -
76 -
0 -
5 -
0 -
5 -

0.00 -

1.35 -

0.00 -

1.35 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Juanita Ave and Gladstone St

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Glendora Avenue LOC. NO. 46
NB SB
64 2 -
Yes -
No -
Yes- near Gladstone only
40 -
Open Field Residential
No -
Not Frequent -
Yes -
Yes -
No -
Yes -
16960 -

0.69 -
46 -
42 -
42 -
33-52 -
37-46 -
84 -
0 -
2 -
0 -
2 -

0.00 -

0.16 -

0.00 -

0.16 -
- -
No -
No -
No -
Yes -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Gladstone St and Base Line Rd

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Glendora Avenue LOC. NO. 47
NB SB

59.8 2 -
Yes -
No -
No -
40 -
Residential -
No -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
21784 -

0.34 -
38 -
34 -
34 -
22-41 -
30-39 -
78 -
0 -
5 -
0 -
5 -

0.00 -

0.62 -

0.00 -

0.62 -
Yes -
No -
No -
No -
No -
Signals @ Mauna Loa, Colorado
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Base Line Rd and Route 66

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Glendora Avenue LOC. NO. 48
NB SB
60 2 -
Yes -
Yes -
No -
35 Not Posted
Commercial -
Yes -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
13534 -

0.29 -
33 -
29 -
29 -
21-38 -
26-35 -
81 -
0 -
1 -
0 -
1 -

0.00 -

0.23 -

0.00 -

0.23 -
- -
No -
No -
No -
Yes -
No -
RR Xing
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Route 66 and Ada Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Glendora Avenue LOC. NO. 49
NB SB

68.4 2 1
No -
No -
Yes -
Not Posted 35
Commercial -
Yes -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
9119 -

0.25 -
38 -
34 -
33 -
24-43 -
29-38 -
74 -
0 -
2 -
0 -
2 -

0.00 -

0.80 -

0.00 -

0.80 -
- -
No -
No -
No -
No -
No -
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Ada Ave and Foothill Blvd

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Glendora Avenue LOC. NO. 50
NB SB

68.7 1 -
No -
No -
Yes -
35 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
2375 -

0.5 -
38 -
33 -
34 -
21-45 -
29-38 -
72 -
0 -
4 -
0 -
4 -

0.00 -

3.08 -

0.00 -

3.08 -
- -
Yes -
No -
No -
No -
No -
Stop @ Leadora
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Bennett Ave and Sierra Madre Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Glendora Mountain Road LOC. NO. 51
NB SB

43.8 1 -
No -
No -
Yes -
40 -
Residential -
No -
Not Frequent -
Yes -
No Yes
Yes -
Yes -
1469 -

0.37 -
44 -
39 -
39 -
28-50 -
35-44 -
66 -
0 -
2 -
0 -
2 -

0.00 -

3.36 -

0.00 -

3.36 -
- -
No -
No -
Yes -
Yes -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Sierra Madre Ave and Boulder Springs Dr

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Glendora Mountain Road LOC. NO. 52
NB SB

39.1 1 -
No -
No -
No -
40 -
Open Field -
No -
Not Frequent -
No -
No -
Yes -
Yes -
793 -

0.25 -
44 -
39 -
38 -
30-50 -
33-42 -
73 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
Yes -
Yes -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Boulder Springs Dr and Big Dalton Canyon Rd

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Glenwood Avenue LOC. NO. 53
NB SB
39 1 -
No -
No -
Yes -
25 -
Residential -
Yes -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
890 -

0.5 -
34 -
30 -
30 -
19-41 -
26-35 -
75 -
0 -
2 -
0 -
2 -

0.00 -

4.10 -

0.00 -

4.10 -
- -
No -
No -
No -
No -
No -
RR Xing
25 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Route 66 and Foothill Blvd

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Grand Avenue LOC. NO. 54
NB SB
82 2 -
No -
Yes -
Yes -
45 -
Residential Cemetery
Yes -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
22480 -

0.54 -
42 -
39 -
39 -
27-46 -
35-44 -
85 -
0 -
9 -
0 -
9 -

0.00 -

0.68 -

0.00 -

0.68 -
- -
Yes -
No -
No -
No -
No -
Signal @ Juanita
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Arrow Hwy and Gladstone St

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Grand Avenue LOC. NO. 55
NB SB
82 2 -
No -
Yes -
Yes No
40 -
Residential -
No -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
23515 -

0.43 -
46 -
41 -
40 -
32-51 -
35-44 -
69 -
0 -
4 -
0 -
4 -

0.00 -

0.36 -

0.00 -

0.36 -
- -
No -
No -
No -
No -
No -
Signal @ Promenade
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Gladstone St and 210 Fwy

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Grand Avenue LOC. NO. 56
NB SB
82 2 2
No -
Yes -
No Yes
40 Not Posted
Commercial Residential
Yes No
Frequent -
Yes -
Yes -
Yes -
Yes -
32222 -

0.25 -
41 -
37 -
37 -
28-46 -
32-41 -
81 -
0 -
16 -
0 -
16 -

0.00 -

1.81 -

0.00 -

1.81 -
- -
No -
No -
No -
No -
Yes -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Base Line Rd and Mauna Loa Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Grand Avenue LOC. NO. 57
NB SB
83 2 -
No -
Yes -
Yes -
Not Posted 40
Commercial -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
31434 -

0.25 -
39 -
25 -
25 -
27-44 -
30-39 -
81 -
0 -
5 -
0 -
5 -

0.00 -

0.58 -

0.00 -

0.58 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Mauna Loa Ave and Route 66

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Grand Avenue LOC. NO. 58
NB SB
82 3 3/2
No -
Yes -
No -
40 -
Commercial Residential
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
14326 -

0.24 -
44 -
40 -
40 -
29-50 -
35-44 -
74 -
0 -
3 -
0 -
3 -

0.00 -

0.80 -

0.00 -

0.80 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Route 66 and Ada Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Grand Avenue LOC. NO. 59
NB SB
83 3 -
No -
Yes -
No -
Not Posted 40
Commercial Residential
No Yes
Not Frequent Frequent
Yes -
Yes -
Yes -
Yes -
15252 -

0.25 -
43 -
40 -
39 -
32-48 -
35-44 -
88 -
0 -
2 -
0 -
2 -

0.00 -

0.48 -

0.00 -

0.48 -
- -
Yes -
No -
No -
No -
No -
Signal @ Carroll
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Ada Ave and Foothill Blvd

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Grand Avenue LOC. NO. 60
NB SB
83 2 -
No -
Yes -
Yes -
40 Not Posted
Commercial -
Yes -
Frequent Not Frequent
Yes -
Yes -
Yes -
Yes -
8442 -

0.25 -
40 -
36 -
36 -
26-46 -
31-40 -
83 -
0 -
5 -
0 -
5 -

0.00 -

2.16 -

0.00 -

2.16 -
- -
No -
No -
No -
No -
Yes -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Foothill Blvd and Bennett Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Grand Avenue LOC. NO. 61
NB SB
64 2 -
No -
Yes -
Yes No
40 Not Posted
Residential Institutional
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
6015 -

0.25 -
42 -
38 -
37 -
29-48 -
33-42 -
83 -
0 -
1 -
0 -
1 -

0.00 -

0.61 -

0.00 -

0.61 -
- -
No -
No -
No -
Minor -
Yes -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Bennett Ave and Leadora Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Grand Avenue LOC. NO. 62
NB SB
69 2 -
No -
Yes -
Yes -
40 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
4766 -

0.25 -
42 -
37 -
37 -
26-48 -
34-43 -
74 -
0 -
1 -
0 -
1 -

0.00 -

0.77 -

0.00 -

0.77 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Leadora Ave and Sierra Madre Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Juanita Avenue LOC. NO. 63
EB WB

37.5 1 -
No -
No -
Yes -
30 -
Residential -
Yes -
Frequent -
Yes -
Yes -
No -
Yes -
2770 -

0.49 -
40 -
35 -
34 -
24-46 -
30-39 -
70 -
0 -
4 -
0 -
4 -

0.00 -

2.69 -

0.00 -

2.69 -
- -
No -
No -
No -
No -
No -
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Grand Ave and Glendora Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Juanita Avenue LOC. NO. 64
EB WB

39.7 1 -
No -
No -
Yes -
30 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
1678 -

0.49 -
38 -
34 -
33 -
24-42 -
30-39 -
79 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Glendora Ave and Bonnie Cove Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Juanita Avenue LOC. NO. 65
EB WB

40.1 1 -
No -
No -
Yes -
30 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
2525 -

0.49 -
38 -
33 -
33 -
24-43 -
29-38 -
78 -
0 -
2 -
0 -
2 -

0.00 -

1.48 -

0.00 -

1.48 -
- -
No -
No -
No -
No -
No -
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Bonnie Cove Ave and Sunflower Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Juanita Avenue LOC. NO. 66
EB WB
40 1 -
No -
No -
Yes -
30 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
1897 -

0.49 -
36 -
32 -
32 -
22-42 -
28-37 -
81 -
0 -
1 -
0 -
1 -

0.00 -

0.98 -

0.00 -

0.98 -
- -
No -
No -
No -
No -
No -
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Sunflower Ave and Valley Center Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Leadora Avenue LOC. NO. 67
EB WB

32.8 1 -
No -
No -
Yes -
30 -
Residential -
Yes -
Frequent -
No -
No -
No -
No -
594 -

0.39 -
31 -
26 -
26 -
16-35 -
21-30 -
69 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
Yes -
No -
No -
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Yucca Ridge Rd and Barranca Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Leadora Avenue LOC. NO. 68
EB WB
36-52.9 abrubt change
1 -
No -
No -
Yes -
30 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
1864 -

0.49 -
39 -
34 -
35 -
23-44 -
32-41 -
72 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Barranca Ave and Grand Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Leadora Avenue LOC. NO. 69
EB WB
57 1 -
No -
No -
Yes -
30 -
Residential -
Yes -
Frequent -
Yes -
Yes No
Yes -
Yes -
2168 -

0.4 -
42 -
36 -
35 -
25-48 -
33-42 -
67 -
0 -
2 -
0 -
2 -

0.00 -

2.11 -

0.00 -

2.11 -
- -
No -
No -
No -
No -
No -
Dips @ Pennsylvania, Vermont
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Grand Ave and Glendora Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Leadora Avenue LOC. NO. 70
EB WB

43.8 1 -
No -
No -
Yes -
30 Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
1394 -

0.34 -
35 -
31 -
31 -
22-40 -
26-35 -
78 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
Dip @ Minnesota
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Glendora Ave and Cullen Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Leadora Avenue LOC. NO. 71
EB WB

37.6 1 -
No -
No -
Yes -
30 -
Residential -
Yes -
Frequent -
Yes -
No Yes
Yes -
Yes -
1346 -

0.25 -
34 -
30 -
29 -
22-39 -
26-35 -
76 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Cullen Ave and Live Oak Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Leadora Avenue LOC. NO. 72
EB WB

37.4 1 -
No -
No -
Yes -
30 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
1534 -

0.5 -
38 -
33 -
33 -
21-42 -
29-38 -
69 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
Yes -
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Live Oak Ave and Loraine Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Live Oak Avenue LOC. NO. 73
NB SB

32.8 1 -
No -
No -
Yes -
25 Not Posted
Residential -
Yes -
Frequent -
Yes -
Yes
Yes -
Yes -
1831 -

0.26 -
33 -
30 -
29 -
21-40 -
24-33 -
81 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
25 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Foothill Blvd and Bennett Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Live Oak Avenue LOC. NO. 74
NB SB

39.9 1 -
No -
No -
Yes -
25 -
Institutional Residential
Yes -
Frequent -
Yes -
Yes
Yes -
Yes -
2298 -

0.25 -
33 -
29 -
29 -
21-36 -
25-34 -
84 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
Yes -
No -
No -
Yes -
25 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Bennett Ave and Leadora Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Live Oak Avenue LOC. NO. 75
NB SB

36.1 1 -
No -
No -
Yes -
25 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
1420 -

0.25 -
35 -
31 -
30 -
24-41 -
27-36 -
88 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
25 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Leadora Ave and Sierra Madre Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Live Oak Avenue LOC. NO. 76
NB SB

37.6 1 -
No -
No -
Yes -
25 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
1799 -

0.26 -
36 -
32 -
32 -
23-41 -
29-38 -
76 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
25 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Sierra Madre Ave and Palm Dr

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Lone Hill Avenue LOC. NO. 77
NB SB
84 2 -
No -
Yes -
No -
40 Not Posted
Commercial -
Yes -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
20202 -

0.25 -
33 -
30 -
30 -
24-38 -
25-34 -
88 -
0 -
8 -
0 -
8 -

0.00 -

1.45 -

0.00 -

1.45 -
- -
Yes -
No -
No -
No -
No -
RR Xing. Signal @ Marketplace.
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Gladstone St and Auto Centre Dr

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Lone Hill Avenue LOC. NO. 78
NB SB
84 3 -
No -
Yes -
Yes
40 Commercial -
Yes -
Rare -
Yes -
Yes -
Yes -
Yes -
32070 -

0.21 -
40 -
36 -
36 -
28-45 -
31-40 -
84 -
0 -
17 -
0 -
17 -

0.00 -

2.31 -

0.00 -

2.31 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Auto Centre Dr and 210 Freeway

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Lone Hill Avenue LOC. NO. 79
NB SB
79 2
No -
Yes -
No -
40 -
Residential -
No Yes
Not Frequent -
Yes -
Yes -
Yes -
Yes -
29370 -

0.37 -
44 -
40 -
39 -
31-48 -
36-45 -
85 -
0 -
18 -
0 -
18 -

0.00 -

1.51 -

0.00 -

1.51 -
- -
No -
Yes -
No -
Yes -
No -
Signal @ Kenoma
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Petunia St and Route 66

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Lone Hill Avenue LOC. NO. 80
NB SB
58 1
Yes -
No -
Near Foothill only Yes
40 -
Residential -
Yes
Frequent
Yes -
Yes -
Yes -
Yes -
16656 -

0.53 -
41 -
38 -
38 -
32-46 -
33-42 -
91 -
0 -
1 -
0 -
1 -

0.00 -

0.10 -

0.00 -

0.10 -
- -
No -
No -
No -
Yes -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Route 66 and Foothill Blvd

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Loraine Avenue LOC. NO. 81
NB SB

57.6 2
No -
No -
Yes -
Not Posted Not Posted
Residential -
Yes
Frequent
Yes -
Yes -
Yes -
Yes -
8498 -

0.28 -
42 -
38 -
37 -
27-49 -
34-43 -
75 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
Yes -
RR Xing
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Route 66 and Steffen St

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Loraine Avenue LOC. NO. 82
NB SB

57.9 2
No -
No -
Yes -
Not Posted 40
Residential Institutional
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
7478 -

0.22 -
43 -
39 -
39 -
28-50 -
34-43 -
75 -
0 -
2 -
0 -
2 -

0.00 -

1.11 -

0.00 -

1.11 -
- -
No -
No -
No -
No -
Yes -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Steffen St and Foothill Blvd

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Loraine Avenue LOC. NO. 83
NB SB
59 2
No -
No -
Yes -
40 -
Residential -
Yes -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
7521 -

0.25 -
41 -
36 -
36 -
26-45 -
31-40 -
74 -
0 -
1 -
0 -
1 -

0.00 -

0.49 -

0.00 -

0.49 -
- -
No -
No -
No -
No -
Yes -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Foothill Blvd and Bennett Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Loraine Avenue LOC. NO. 84
NB SB

55.6 2
No -
No -
Yes -
40 Not Posted
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
5369 -

0.25 -
41 -
36 -
35 -
26-48 -
31-40 -
68 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
Yes -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Bennett Ave and Leadora Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Loraine Avenue LOC. NO. 85
NB SB

59.8 2
No -
No -
Yes -
Not Posted 40
Institutional Residential
Yes No
Not Frequent -
Yes -
Yes -
Yes -
Yes -
3135 -

0.25 -
41 -
36 -
35 -
24-49 -
32-41 -
71 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
Yes -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Leadora Ave and Sierra Madre Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Loraine Avenue LOC. NO. 86
NB SB

39.7 1
No -
No -
Yes -
35 -
Residential City Yard
Yes No
Frequent Not Frequent
Yes -
Yes -
Yes -
Yes -
2255 -

0.26 -
38 -
33 -
32 -
22-44 -
28-37 -
67 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Sierra Madre Ave and Palm Dr

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Mauna Loa Avenue LOC. NO. 87
EB WB

39.8 1
No -
No -
Yes -
25 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
3869 -

0.5 -
37 -
32 -
32 -
22-40 -
27-36 -
75 -
0 -
2 -
0 -
2 -

0.00 -

0.94 -

0.00 -

0.94 -
- -
No -
Yes -
No -
No -
Yes -
Stop @ Vecino
25 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Barranca Ave and Grand Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Mauna Loa Avenue LOC. NO. 88
EB WB

38.2 1
No -
No -
Yes -
30 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
3137 -

0.49 -
38 -
34 -
34 -
24-43 -
30-39 -
75 -
1 -
3 -
0 -
4 -

0.59 -

1.78 -

0.00 -

2.38 -
- -
No -
No -
No -
No -
Yes -
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Grand Ave and Glendora Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Palm Drive LOC. NO. 89
EB WB
30-40
1 No -
No -
Yes -
35 -
Residential -
No Yes
Not Frequent Frequent
Yes -
Yes -
Yes -
Yes -
1387 -

0.49 -
37 -
33 -
34 -
24-44 -
28-37 -
78 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
Yes -
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Live Oak Ave and Loraine Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Pasadena Avenue LOC. NO. 90
NB SB
37 1
No -
Yes -
Yes -
25 Not Posted
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
3086 -

0.12 -
31 -
26 -
26 -
17-35 -
23-32 -
80 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
RR Xing
25 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Route 66 and Lemon Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Pasadena Avenue LOC. NO. 91
NB SB

39.5 1
No -
No -
Yes -
Not Posted 25
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
1896 -

0.13 -
28 -
24 -
25 -
15-32 -
21-30 -
80 -
0 -
1 -
0 -
1 -

0.00 -

3.71 -

0.00 -

3.71 -
- -
No -
No -
No -
No -
No -
25 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Lemon Ave and Ada Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Route 66 LOC. NO. 92
EB WB

75.6 2
No -
Yes -
Yes -
40 -
Commercial -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
18256 -

0.25 -
42 -
38 -
38 -
28-49 -
32-41 -
74 -
0 -
5 -
0 -
5 -

0.00 -

1.00 -

0.00 -

1.00 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Barranca Ave and Vecino Dr

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Route 66 LOC. NO. 93
EB WB
79 2
No -
Yes -
No -
40 -
Commercial -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
18977 -

0.26 -
42 -
36 -
36 -
25-47 -
32-41 -
68 -
0 -
4 -
0 -
4 -

0.00 -

0.74 -

0.00 -

0.74 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Vecino Dr and Grand Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Route 66 LOC. NO. 94
EB WB
78 2
No -
Yes -
Yes -
40 -
Commercial -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
20449 -

0.28 -
40 -
36 -
36 -
27-42 -
31-40 -
86 -
0 -
15 -
0 -
15 -

0.00 -

2.39 -

0.00 -

2.39 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Grand Ave and Vermont Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Route 66 LOC. NO. 95
EB WB
78 2
No -
Yes -
Yes -
40 -
Commercial -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
25575 -

0.19 -
40 -
35 -
35 -
25-45 -
32-41 -
77 -
0 -
4 -
0 -
4 -

0.00 -

0.75 -

0.00 -

0.75 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Vermont Ave and Glendora Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Route 66 LOC. NO. 96
EB WB

77.7 2
No -
Yes -
Yes -
40 -
Commercial -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
21088 -

0.19 -
40 -
36 -
36 -
27-46 -
31-40 -
82 -
0 -
10 -
0 -
10 -

0.00 -

2.28 -

0.00 -

2.28 -
- -
No -
No -
No -
No -
Yes -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Glendora Ave and Pasadena Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Route 66 LOC. NO. 97
EB WB
80 2
No -
Yes -
Yes -
40 -
Commercial -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
21687 -

0.55 -
44 -
40 -
40 -
30-49 -
36-45 -
74 -
0 -
10 -
0 -
10 -

0.00 -

0.77 -

0.00 -

0.77 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Pasadena Ave and Elwood Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Route 66 LOC. NO. 98
EB WB
82 2
No -
Yes -
Yes -
40 -
Commercial -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
21314 -

0.25 -
44 -
39 -
38 -
31-50 -
36-45 -
84 -
0 -
7 -
0 -
7 -

0.00 -

1.20 -

0.00 -

1.20 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Elwood Ave and Loraine Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Route 66 LOC. NO. 99
EB WB
82 2
No -
Yes -
Yes -
45 -
Commercial -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
25602 -

0.37 -
47 -
43 -
43 -
33-53 -
38-47 -
81 -
0 -
7 -
0 -
7 -

0.00 -

0.67 -

0.00 -

0.67 -
- -
No -
No -
No -
No -
No -
45 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Loraine Ave and Hunters Trail

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Route 66 LOC. NO. 100
EB WB
80-64
2 No -
Yes -
No -
45 -
Open Field Commercial
Yes -
Not Frequent Frequent
Yes -
No Yes
Yes -
Yes -
24132 -

0.37 -
50 -
44 -
44 -
32-55 -
39-48 -
60 -
1 -
6 -
0 -
7 -

0.10 -

0.61 -

0.00 -

0.72 -
- -
No -
No -
No -
Yes -
No -
45 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Hunters Trail and Compromise Line Rd

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Route 66 LOC. NO. 101
EB WB

79.3 2
No -
Yes -
No Yes
45 -
Commerical -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
26340 -

0.23 -
42 -
38 -
38 -
28-50 -
32-41 -
74 -
0 -
8 -
0 -
8 -

0.00 -

1.21 -

0.00 -

1.21 -
- -
No -
No -
No -
Yes -
No -
45 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Compromise Line Rd and Lone Hill Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Route 66 LOC. NO. 102
EB WB

76.8 2
No -
Yes -
Yes -
45 -
Commerical -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
11734 -

0.5 -
47 -
42 -
42 -
29-53 -
37-46 -
65 -
0 -
4 -
0 -
4 -

0.00 -

0.62 -

0.00 -

0.62 -
- -
No -
No -
No -
No -
No -
45 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Lone Hill Ave and Amelia Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Foothill Boulevard LOC. NO. 103
EB WB

70.8 2 -
Yes -
No -
Yes -
45 -
Residential -
No -
Not Frequent -
No -
No -
No -
No -
17008 -

0.49 -
52 -
46 -
46 -
34-58 -
42-51 -
68 -
0 -
1 -
0 -
1 -

0.00 -

0.11 -

0.00 -

0.11 -
- -
No -
No -
No -
No -
No -
Bike Lane
45 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Amelia Ave and Cataract Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Sierra Madre Avenue LOC. NO. 104
EB WB

24.2 1
No -
No -
No -
45 -
Open Field Residential
No Yes
Not Frequent Frequent
No -
No -
Yes -
Yes -
7916 -

0.51 -
47 -
42 -
43 -
30-52 -
38-47 -
73 -
0 -
3 -
0 -
3 -

0.00 -

0.68 -

0.00 -

0.68 -
- -
Yes -
No -
Yes -
No -
No -
45 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t 660' W/o Yucca Ridge Rd and Barranca Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Sierra Madre Avenue LOC. NO. 105
EB WB
62 1 2
Yes -
No -
No -
45 -
Residential Institutional
No Yes
Not Frequent -
Yes -
Yes -
Yes -
Yes -
9246 -

0.49 -
46 -
4 -
41 -
33-53 -
36-45 -
78 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
Yes -
Yes -
No -
Yes -
45 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Barranca Ave and Grand Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Sierra Madre Avenue LOC. NO. 106
EB WB

50.1 1
No -
No -
Yes -
40 -
Residential -
Yes -
Frequent -
No -
No Yes
Yes -
Yes -
11679 -

0.4 -
41 -
37 -
37 -
27-46 -
32-41 -
75 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Grand Ave and Glendora Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Sierra Madre Avenue LOC. NO. 107
EB WB

57.4 1
No -
Yes -
Yes -
40 -
Residential -
No Yes
Not Frequent Frequent
Yes No
Yes No
Yes -
Yes -
11502 -

0.6 -
42 -
38 -
38 -
27-49 -
33-42 -
76 -
0 -
1 -
0 -
1 -

0.00 -

0.13 -

0.00 -

0.13 -
- -
No -
No -
Yes -
No -
No -
Dip @ Easley Cyn
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Glendora Ave and Live Oak Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Sierra Madre Avenue LOC. NO. 108
EB WB
47 2
No -
No -
Yes -
Not Posted 40
Residential Institutional
Yes -
Frequent -
Yes -
No Yes
Yes -
Yes -
6248 -

0.5 -
42 -
37 -
37 -
24-48 -
33-42 -
69 -
0 -
2 -
0 -
2 -

0.00 -

0.58 -

0.00 -

0.58 -
- -
No -
Yes -
No -
No -
Yes -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Live Oak Ave and Loraine Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Sierra Madre Avenue LOC. NO. 109
EB WB

58.5 1
No -
No -
Yes -
40 -
Residential -
Yes -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
6162 -

0.51 -
44 -
39 -
39 -
29-51 -
34-43 -
68 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Loraine Ave and Valley Center Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Sunflower LOC. NO. 110
NB SB

64.2 2
No -
No -
Yes -
40 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
13686 -

0.23 -
42 -
38 -
38 -
27-46 -
34-43 -
74 -
0 -
3 -
0 -
3 -

0.00 -

0.87 -

0.00 -

0.87 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Arrow Hwy and Juanita Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Sunflower LOC. NO. 111
NB SB

59.7 2
No -
No -
Yes -
Not Posted 40
Residential Institutional
No -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
14018 -

0.25 -
44 -
39 -
38 -
29-50 -
33-42 -
70 -
0 -
9 -
0 -
9 -

0.00 -

2.35 -

0.00 -

2.35 -
- -
No -
No -
No -
No -
Yes -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Juanita Ave and Gladstone St

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Sunflower LOC. NO. 112
NB SB

64.3 2
No -
No -
Yes -
40 -
Residential -
No -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
20014 -

0.24 -
42 -
39 -
38 -
28-48 -
33-42 -
83 -
1 -
4 -
0 -
5 -

0.19 -

0.76 -

0.00 -

0.95 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Gladstone St and 210 Fwy

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Valley Center Avenue LOC. NO. 113
NB SB
62 1
No -
No -
Yes -
40 -
Residential -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
6427 -

0.24 -
41 -
36 -
36 -
26-47 -
32-41 -
75 -
0 -
2 -
0 -
2 -

0.00 -

1.18 -

0.00 -

1.18 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Arrow Hwy and Juanita Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Valley Center Avenue LOC. NO. 114
NB SB

64.1 1
No -
No -
Yes -
40 -
Residential -
Yes -
Not Frequent -
Yes -
Yes -
Yes -
Yes -
5078 -

0.25 -
41 -
36 -
36 -
26-47 -
33-42 -
70 -
0 -
1 -
0 -
1 -

0.00 -

0.72 -

0.00 -

0.72 -
- -
No -
No -
No -
No -
No -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Juanita Ave and Gladstone St

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Valley Center Avenue LOC. NO. 115
NB SB

35.6 1
No -
No -
Yes -
25 -
Commercial Residential
No Yes
Not Frequent Frequent
Yes -
Yes -
Yes -
Yes -
1053 -

0.25 -
34 -
28 -
28 -
21-37 -
25-34 -
68 -
0 -
1 -
0 -
1 -

0.00 -

3.47 -

0.00 -

3.47 -
- -
No -
No -
No -
No -
No -
Bike Route
25 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Gladstone St and Allen Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Valley Center Avenue LOC. NO. 116
NB SB
57 1
Yes -
No -
Yes -
35 -
Institutional Residential
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
2805 -

0.41 -
35 -
31 -
32 -
22-40 -
26-35 -
80 -
0 -
2 -
0 -
2 -

0.00 -

1.59 -

0.00 -

1.59 -
- -
No -
Yes -
No -
No -
Yes -
35 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Compromise Line Rd and Foothill Blvd

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Valley Center Avenue LOC. NO. 117
NB SB

38.3 1
No -
No -
Yes -
45 -
Residential -
Yes -
Frequent Not Frequent
Yes -
Yes
Yes -
Yes -
6971 -

0.77 -
46 -
42 -
41 -
31-51 -
38-47 -
78 -
0 -
0 -
0 -
0 -

0.00 -

0.00 -
- -
No -
No -
No -
Yes -
Yes -
40 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Foothill Blvd and Sierra Madre Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Vermont Avenue LOC. NO. 118
NB SB
39 1
No -
No -
Yes -
30 -
Commercial -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
5568 -

0.25 -
36 -
32 -
32 -
24-43 -
28-37 -
82 -
0 -
6 -
0 -
6 -

0.00 -

3.94 -

0.00 -

3.94 -
- -
No -
No -
No -
No -
No -
RR Xing
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Route 66 and Ada Ave

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

CITY OF GLENDORA - ENGINEERING AND TRAFFIC SURVEY FORM
ROADWAY: Vermont Avenue LOC. NO. 119
NB SB
43 1
No -
No -
Yes -
30 -
Commercial -
Yes -
Frequent -
Yes -
Yes -
Yes -
Yes -
4351 -

0.25 -
37 -
32 -
32 -
21-42 -
28-37 -
80 -
0 -
2 -
0 -
2 -

0.00 -

1.68 -

0.00 -

1.68 -
- -
No -
No -
No -
No -
No -
30 -
Prepared By: Frank Gomez Reviewed By: John Dorado, PE

5. School Speed Zone

6. Other
E. Recommended speed limit (mph)
MVMT=million vehicle miles of travel

9. Is accident rate abnormally high?
D. Other Special Conditions

1. Crosswalk

2. School Crosswalk

3. Vertical Curves

4. Horizontal Curves

8. Total accident rate per MVMT

4. Range of speeds (mph)

5. 10 mile per hour pace speed (mph)

6. Percent in 10 miles per hour pace
C. Accident Analysis for preceding 3 years

1. Number of fatal accidents

2. Number of injury accidents

3. Number of property damage only accidents

4. Total number of accidents

5. Fatal accident rate per MVMT

6. Injury accident rate per MVMT

7. Property damage only accident rate per MVMT

3. 50th percentile speed (mph)

8. Does surrounding land use have direct access

9. Frequency of driveways

10. Curb and gutter present

11. Sidewalks present

12. Street illummination midblock

13. Street illumination at intersections

14. Two-way daily traffic volume (ADT)

15. Length of segment (miles)
B. Speed Characteristics

1. 85th percentile speed (mph)

2. Average speed (mph)

7. Surrounding land uses
DATE: 08/14/2025
LIMITS: b/t Ada Ave and Foothill Blvd

DIRECTION OF TRAVEL
A. Roadway Characteristics

1. Total Curb to Curb Street width (feet)

2. Number of through travel lanes by direction

3. Painted Median

4. Raised Median

5. On-street parking

6. Posted speed limit (mph)

September 2025

APPENDIX B – Radar Speed Surveys

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Ada Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Grand Avenue - Vermont 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:15
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 3:25
39 0 0 39 0
38 0 1 38 X 1 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 0 36 0
35 1 1 35 X X 2
34 2 4 34 X X X X X X 6
33 0 1 33 X 1
32 3 3 32 X X X X X X 6
31 1 3 31 X X X X 4 Eastbound Westbound Combined Statistics 30 2 5 30 X X X X X X X 7 * % Over Pace: 18% 12% 20%
29 4 3 29 X X X X X X X 7 *
28 3 4 28 X X X X X X X 7 * % In Pace: 82% 68% 72%
27 3 6 27 X X X X X X X X X 9 P
26 3 0 26 X X X 3 A % Under Pace: 0% 20% 8%
25 5 3 25 X X X X X X X X 8 C
24 8 6 24 X X X X X X X X X X X X X X 14 E Average Speed: 26 MPH 27 MPH 27 MPH 23 4 1 23 X X X X X 5 *
22 5 1 22 X X X X X X 6 * Pace Speed: 20 - 29 MPH 24 - 33 MPH 21 - 30 MPH 21 3 3 21 X X X X X X 6 *
20 3 0 20 X X X 3
19 0 2 19 X X 2 15th Percentile / Critical Speed: 22 MPH 21 MPH 22 MPH 18 0 3 18 X X X 3
17 0 0 17 0 50th Percentile / Critical Speed: 25 MPH 28 MPH 26 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 30 MPH 32 MPH 32 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Ada Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Glendora Avenue - Glenwood 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:25
42 0 0 42 0
41 0 0 41 0 Time
40 0 1 40 X 1 To: 2:15
39 0 1 39 X 1
38 0 0 38 0 Existing
37 2 1 37 X X X 3 Speed Limit: 25 MPH
36 1 1 36 X X 2
35 4 3 35 X X X X X X X 7
34 4 3 34 X X X X X X X 7 *
33 5 3 33 X X X X X X X X 8 *
32 1 7 32 X X X X X X X X 8 *
31 5 6 31 X X X X X X X X X X X 11 P Eastbound Westbound Combined Statistics 30 4 3 30 X X X X X X X 7 A % Over Pace: 14% 6% 14%
29 4 2 29 X X X X X X 6 C
28 2 5 28 X X X X X X X 7 E % In Pace: 76% 74% 74%
27 5 4 27 X X X X X X X X X 9 *
26 2 0 26 X X 2 * % Under Pace: 10% 20% 12%
25 6 3 25 X X X X X X X X X 9 *
24 1 3 24 X X X X 4 Average Speed: 30 MPH 30 MPH 30 MPH 23 0 3 23 X X X 3
22 2 1 22 X X X 3 Pace Speed: 25 - 34 MPH 27 - 36 MPH 25 - 34 MPH 21 0 0 21 0
20 2 0 20 X X 2
19 0 0 19 0 15th Percentile / Critical Speed: 25 MPH 25 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 30 MPH 31 MPH 30 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 34 MPH 34 MPH 34 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Amelia Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Auto Centre Drive - Duell 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:40
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 10:05
49 0 1 49 X 1
48 1 1 48 X X 2 Existing
47 0 1 47 X 1 Speed Limit: 40 MPH
46 0 0 46 0
45 0 2 45 X X 2
44 2 5 44 X X X X X X X 7 *
43 2 0 43 X X 2 *
42 3 3 42 X X X X X X 6 *
41 2 2 41 X X X X 4 P Northbound Southbound Combined Statistics 40 4 3 40 X X X X X X X 7 A % Over Pace: 20% 10% 6%
39 5 6 39 X X X X X X X X X X X 11 C
38 7 7 38 X X X X X X X X X X X X X X 14 E % In Pace: 80% 76% 76% 37 6 4 37 X X X X X X X X X X 10 *
36 2 2 36 X X X X 4 * % Under Pace: 0% 14% 18%
35 5 6 35 X X X X X X X X X X X 11 *
34 2 3 34 X X X X X 5 Average Speed: 38 MPH 39 MPH 38 MPH 33 3 1 33 X X X X 4
32 2 1 32 X X X 3 Pace Speed: 31 - 40 MPH 35 - 44 MPH 35 - 44 MPH 31 4 0 31 X X X X 4
30 0 2 30 X X 2
29 0 0 29 0 15th Percentile / Critical Speed: 33 MPH 35 MPH 34 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 38 MPH 38 MPH 38 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 42 MPH 44 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Amelia Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Duell Street - Route 66
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 1 0 47 X 1 Date:
46 2 0 46 X X 2
45 0 0 45 0
44 0 0 44 0 Time
43 2 1 43 X X X 3 From: 10:05
42 3 2 42 X X X X X 5
41 0 2 41 X X 2 Time
40 3 3 40 X X X X X X 6 * To: 10:30
39 3 2 39 X X X X X 5 *
38 5 3 38 X X X X X X X X 8 * Existing
37 9 5 37 X X X X X X X X X X X X X X 14 P Speed Limit: 40 MPH 36 5 7 36 X X X X X X X X X X X X 12 A
35 2 9 35 X X X X X X X X X X X 11 C
34 3 6 34 X X X X X X X X X 9 E
33 6 3 33 X X X X X X X X X 9 *
32 1 3 32 X X X X 4 *
31 2 3 31 X X X X X 5 * Northbound Southbound Combined Statistics 30 2 1 30 X X X 3 % Over Pace: 10% 10% 13%
29 1 0 29 X 1
28 0 0 28 0 % In Pace: 78% 88% 83%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 12% 2% 4%
25 0 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: 33 - 42 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: 33 MPH 33 MPH 33 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 37 MPH 35 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 42 MPH 40 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Amelia Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Route 66 - Country Club Drive
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 1 49 X 1
48 1 3 48 X X X X 4
47 0 1 47 X 1 Date:
46 0 6 46 X X X X X X 6
45 2 3 45 X X X X X 5
44 1 1 44 X X 2 Time
43 1 6 43 X X X X X X X 7 * From: 10:30
42 3 2 42 X X X X X 5 *
41 3 3 41 X X X X X X 6 * Time
40 1 5 40 X X X X X X 6 P To: 10:55
39 6 3 39 X X X X X X X X X 9 A
38 7 5 38 X X X X X X X X X X X X 12 C Existing
37 6 3 37 X X X X X X X X X 9 E Speed Limit: 35 MPH
36 4 1 36 X X X X X 5 *
35 3 3 35 X X X X X X 6 *
34 5 2 34 X X X X X X X 7 *
33 2 0 33 X X 2
32 2 0 32 X X 2
31 0 1 31 X 1 Northbound Southbound Combined Statistics 30 1 0 30 X 1 % Over Pace: 10% 10% 19%
29 1 1 29 X X 2
28 1 0 28 X 1 % In Pace: 80% 74% 72%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 10% 16% 9%
25 0 0 25 0
24 0 0 24 0 Average Speed: 37 MPH 41 MPH 39 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 33 - 42 MPH 37 - 46 MPH 34 - 43 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 34 MPH 36 MPH 34 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 37 MPH 41 MPH 39 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 42 MPH 46 MPH 45 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Amelia Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Country Club Drive - Foothill Boulevard 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:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 10:55
42 0 0 42 0
41 0 1 41 X 1 Time
40 0 0 40 0 To: 11:35
39 0 0 39 0
38 0 1 38 X 1 Existing
37 2 2 37 X X X X 4 Speed Limit: 25 MPH
36 1 2 36 X X X 3
35 2 4 35 X X X X X X 6 *
34 2 5 34 X X X X X X X 7 *
33 8 3 33 X X X X X X X X X X X 11 *
32 8 6 32 X X X X X X X X X X X X X X 14 P
31 7 6 31 X X X X X X X X X X X X X 13 A Northbound Southbound Combined Statistics 30 7 3 30 X X X X X X X X X X 10 C % Over Pace: 0% 8% 9% 29 4 5 29 X X X X X X X X X 9 E
28 5 6 28 X X X X X X X X X X X 11 * % In Pace: 92% 86% 89% 27 1 3 27 X X X X 4 *
26 2 2 26 X X X X 4 * % Under Pace: 8% 6% 2%
25 0 1 25 X 1
24 0 0 24 0 Average Speed: 31 MPH 31 MPH 31 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 28 - 37 MPH 27 - 36 MPH 26 - 35 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: 31 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 33 MPH 35 MPH 34 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Auto Centre Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Lone Hill Avenue - State Route 57
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:
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 1 42 X 1
41 3 1 41 X X X X 4 Time
40 0 1 40 X 1 To: 9:20
39 0 1 39 X 1
38 4 6 38 X X X X X X X X X X 10 * Existing
37 4 6 37 X X X X X X X X X X 10 * Speed Limit: 35 MPH
36 5 2 36 X X X X X X X 7 *
35 9 7 35 X X X X X X X X X X X X X X X X 16 P
34 7 3 34 X X X X X X X X X X 10 A
33 2 5 33 X X X X X X X 7 C
32 1 9 32 X X X X X X X X X X 10 E
31 6 4 31 X X X X X X X X X X 10 * Eastbound Westbound Combined Statistics 30 5 2 30 X X X X X X X 7 * % Over Pace: 6% 6% 7%
29 1 1 29 X X 2 *
28 1 0 28 X 1 % In Pace: 88% 90% 89%
27 1 1 27 X X 2
26 1 0 26 X 1 % Under Pace: 6% 4% 4%
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 30 - 39 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 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 34 MPH 35 MPH 34 MPH 16 0 0 16 0
15 0 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
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Auto Centre Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: State Route 57 - Amelia 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:20
42 0 0 42 0
41 0 1 41 X 1 Time
40 0 1 40 X 1 To: 9:40
39 1 2 39 X X X 3
38 0 2 38 X X 2 Existing
37 4 2 37 X X X X X X 6 * Speed Limit: 35 MPH
36 4 3 36 X X X X X X X 7 *
35 2 12 35 X X X X X X X X X X X X X X 14 *
34 8 6 34 X X X X X X X X X X X X X X 14 P
33 8 2 33 X X X X X X X X X X 10 A
32 7 5 32 X X X X X X X X X X X X 12 C
31 5 4 31 X X X X X X X X X 9 E Eastbound Westbound Combined Statistics 30 2 7 30 X X X X X X X X X 9 * % Over Pace: 2% 8% 7%
29 3 3 29 X X X X X X 6 *
28 3 0 28 X X X 3 * % In Pace: 92% 92% 90%
27 2 0 27 X X 2
26 0 0 26 0 % Under Pace: 6% 0% 3%
25 1 0 25 X 1
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 29 - 38 MPH 28 - 37 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 29 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 0 0 15 0 85th Percentile / Critical Speed: 36 MPH 37 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Barranca Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Route 66 - 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:45
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 1:10
49 0 0 49 0
48 0 0 48 0 Existing
47 1 1 47 X X 2 Speed Limit: 40 MPH
46 2 1 46 X X X 3
45 2 1 45 X X X 3
44 2 2 44 X X X X 4
43 5 6 43 X X X X X X X X X X X 11 *
42 6 7 42 X X X X X X X X X X X X X 13 *
41 6 3 41 X X X X X X X X X 9 * Northbound Southbound Combined Statistics 40 4 8 40 X X X X X X X X X X X X 12 P % Over Pace: 2% 10% 12% 39 5 4 39 X X X X X X X X X 9 A
38 6 3 38 X X X X X X X X X 9 C % In Pace: 86% 86% 85%
37 5 2 37 X X X X X X X 7 E
36 1 4 36 X X X X X 5 * % Under Pace: 12% 4% 3%
35 1 3 35 X X X X 4 *
34 3 3 34 X X X X X X 6 * Average Speed: 40 MPH 40 MPH 40 MPH 33 1 0 33 X 1
32 0 0 32 0 Pace Speed: 37 - 46 MPH 34 - 43 MPH 34 - 43 MPH 31 0 2 31 X X 2
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 37 MPH 35 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 40 MPH 40 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 43 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Barranca Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Foothill Boulevard - Leadora 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 1:10
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 1:50
49 0 0 49 0
48 0 3 48 X X X 3 Existing
47 0 1 47 X 1 Speed Limit: 40 MPH
46 1 1 46 X X 2
45 0 0 45 0
44 3 0 44 X X X 3
43 5 1 43 X X X X X X 6 *
42 6 3 42 X X X X X X X X X 9 *
41 3 2 41 X X X X X 5 * Northbound Southbound Combined Statistics 40 3 3 40 X X X X X X 6 P % Over Pace: 2% 10% 9%
39 2 3 39 X X X X X 5 A
38 5 6 38 X X X X X X X X X X X 11 C % In Pace: 82% 84% 82% 37 3 5 37 X X X X X X X X 8 E
36 6 7 36 X X X X X X X X X X X X X 13 * % Under Pace: 16% 6% 9% 35 5 10 35 X X X X X X X X X X X X X X X 15 *
34 2 2 34 X X X X 4 * Average Speed: 38 MPH 38 MPH 38 MPH 33 3 1 33 X X X X 4
32 2 2 32 X X X X 4 Pace Speed: 35 - 44 MPH 34 - 43 MPH 34 - 43 MPH 31 0 0 31 0
30 1 0 30 X 1
29 0 0 29 0 15th Percentile / Critical Speed: 34 MPH 35 MPH 35 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 38 MPH 37 MPH 38 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 42 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Barranca Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Leadora Avenue - Sierra Madre 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 3 0 44 X X X 3 Time
43 0 0 43 0 From: 1:50
42 1 1 42 X X 2
41 2 4 41 X X X X X X 6 Time
40 1 1 40 X X 2 To: 2:40
39 5 2 39 X X X X X X X 7 *
38 2 3 38 X X X X X 5 * Existing
37 3 5 37 X X X X X X X X 8 * Speed Limit: 35 MPH
36 4 3 36 X X X X X X X 7 P
35 4 4 35 X X X X X X X X 8 A
34 3 2 34 X X X X X 5 C
33 1 7 33 X X X X X X X X 8 E
32 4 3 32 X X X X X X X 7 *
31 4 2 31 X X X X X X 6 * Northbound Southbound Combined Statistics 30 3 2 30 X X X X X 5 * % Over Pace: 14% 16% 13%
29 1 4 29 X X X X X 5
28 3 0 28 X X X 3 % In Pace: 66% 70% 66%
27 4 0 27 X X X X 4
26 1 3 26 X X X X 4 % Under Pace: 20% 14% 21%
25 0 1 25 X 1
24 1 1 24 X X 2 Average Speed: 34 MPH 34 MPH 34 MPH
23 0 1 23 X 1
22 0 1 22 X 1 Pace Speed: 30 - 39 MPH 29 - 38 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 29 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
15 0 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
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Base Line Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Barranca Avenue - Grand 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:
56 0 0 56 0
55 0 1 55 X 1
54 0 2 54 X X 2 Time
53 0 2 53 X X 2 From: 12:20
52 1 3 52 X X X X 4
51 1 2 51 X X X 3 Time
50 0 1 50 X 1 To: 12:45
49 2 0 49 X X 2
48 3 4 48 X X X X X X X 7 * Existing
47 1 3 47 X X X X 4 * Speed Limit: 45 MPH
46 2 3 46 X X X X X 5 *
45 4 6 45 X X X X X X X X X X 10 P
44 6 4 44 X X X X X X X X X X 10 A
43 2 7 43 X X X X X X X X X 9 C
42 5 6 42 X X X X X X X X X X X 11 E
41 4 2 41 X X X X X X 6 * Eastbound Westbound Combined Statistics 40 4 2 40 X X X X X X 6 * % Over Pace: 16% 22% 15%
39 3 1 39 X X X X 4 *
38 5 0 38 X X X X X 5 % In Pace: 74% 76% 72%
37 2 1 37 X X X 3
36 2 0 36 X X 2 % Under Pace: 10% 2% 13%
35 2 0 35 X X 2
34 0 0 34 0 Average Speed: 42 MPH 46 MPH 44 MPH
33 1 0 33 X 1
32 0 0 32 0 Pace Speed: 37 - 46 MPH 39 - 48 MPH 39 - 48 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 38 MPH 42 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 42 MPH 45 MPH 44 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 47 MPH 52 MPH 48 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Base Line Road
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Grand Avenue - Dodsworth 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 12:20
39 0 4 39 X X X X 4
38 1 1 38 X X 2 Existing
37 0 4 37 X X X X 4 * Speed Limit: 35 MPH
36 2 6 36 X X X X X X X X 8 *
35 7 8 35 X X X X X X X X X X X X X X X 15 *
34 10 3 34 X X X X X X X X X X X X X 13 P
33 2 6 33 X X X X X X X X 8 A
32 4 4 32 X X X X X X X X 8 C
31 2 6 31 X X X X X X X X 8 E Eastbound Westbound Combined Statistics 30 5 4 30 X X X X X X X X X 9 * % Over Pace: 2% 0% 6%
29 8 2 29 X X X X X X X X X X 10 *
28 5 1 28 X X X X X X 6 * % In Pace: 92% 92% 89%
27 1 1 27 X X 2
26 2 0 26 X X 2 % Under Pace: 6% 8% 5%
25 0 0 25 0
24 0 0 24 0 Average Speed: 32 MPH 34 MPH 33 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 27 - 36 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: 28 MPH 30 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 34 MPH 33 MPH 16 0 0 16 0
15 0 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
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Base Line Road
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Dodsworth Avenue - Glendora 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 1 1 45 X X 2
44 1 3 44 X X X X 4 Time
43 0 2 43 X X 2 From: 11:40
42 2 1 42 X X X 3
41 3 3 41 X X X X X X 6 * Time
40 1 3 40 X X X X 4 * To: 12:00
39 2 5 39 X X X X X X X 7 *
38 1 7 38 X X X X X X X X 8 P Existing
37 3 8 37 X X X X X X X X X X X 11 A Speed Limit: 35 MPH 36 4 5 36 X X X X X X X X X 9 C
35 6 5 35 X X X X X X X X X X X 11 E
34 3 2 34 X X X X X 5 *
33 5 1 33 X X X X X X 6 *
32 6 3 32 X X X X X X X X X 9 *
31 3 0 31 X X X 3 Eastbound Westbound Combined Statistics 30 4 1 30 X X X X X 5 % Over Pace: 22% 2% 11%
29 1 0 29 X 1
28 3 0 28 X X X 3 % In Pace: 76% 84% 76%
27 0 0 27 0
26 1 0 26 X 1 % Under Pace: 2% 14% 13%
25 0 0 25 0
24 0 0 24 0 Average Speed: 35 MPH 38 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 28 - 37 MPH 35 - 44 MPH 32 - 41 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 35 MPH 32 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 34 MPH 37 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 41 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Bennett Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Barranca Avenue - Grand 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 1 0 43 X 1 From: 2:40
42 1 2 42 X X X 3
41 4 2 41 X X X X X X 6 Time
40 1 2 40 X X X 3 To: 3:20
39 6 5 39 X X X X X X X X X X X 11 *
38 5 2 38 X X X X X X X 7 * Existing
37 4 6 37 X X X X X X X X X X 10 * Speed Limit: 30 MPH
36 2 5 36 X X X X X X X 7 P
35 4 3 35 X X X X X X X 7 A
34 3 4 34 X X X X X X X 7 C
33 2 3 33 X X X X X 5 E
32 2 5 32 X X X X X X X 7 *
31 4 3 31 X X X X X X X 7 * Eastbound Westbound Combined Statistics 30 5 4 30 X X X X X X X X X 9 * % Over Pace: 14% 12% 13% 29 5 0 29 X X X X X 5
28 1 0 28 X 1 % In Pace: 74% 80% 77%
27 0 2 27 X X 2
26 0 0 26 0 % Under Pace: 12% 8% 10%
25 0 1 25 X 1
24 0 1 24 X 1 Average Speed: 35 MPH 35 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39 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: 30 MPH 30 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
15 0 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
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Bennett Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Grand Avenue - Glendora 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 1 43 X 1 From: 3:20
42 1 1 42 X X 2
41 0 3 41 X X X 3 Time
40 0 3 40 X X X 3 To: 3:45
39 1 2 39 X X X 3
38 5 3 38 X X X X X X X X 8 * Existing
37 4 2 37 X X X X X X 6 * Speed Limit: 35 MPH
36 3 3 36 X X X X X X 6 *
35 7 6 35 X X X X X X X X X X X X X 13 P
34 4 6 34 X X X X X X X X X X 10 A
33 4 7 33 X X X X X X X X X X X 11 C
32 5 6 32 X X X X X X X X X X X 11 E
31 3 3 31 X X X X X X 6 * Eastbound Westbound Combined Statistics 30 5 3 30 X X X X X X X X 8 * % Over Pace: 4% 4% 12%
29 5 0 29 X X X X X 5 *
28 2 1 28 X X X 3 % In Pace: 90% 82% 84%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 6% 14% 4%
25 0 0 25 0
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 32 - 41 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 29 MPH 32 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
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 40 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Bennett Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Glendora Avenue - Cullen 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 2 0 43 X X 2 From: 3:25
42 0 0 42 0
41 0 0 41 0 Time
40 0 2 40 X X 2 To: 3:50
39 2 2 39 X X X X 4
38 3 1 38 X X X X 4 * Existing
37 2 5 37 X X X X X X X 7 * Speed Limit: 35 MPH
36 1 6 36 X X X X X X X 7 *
35 4 2 35 X X X X X X 6 P
34 8 9 34 X X X X X X X X X X X X X X X X X 17 A
33 4 2 33 X X X X X X 6 C
32 8 2 32 X X X X X X X X X X 10 E
31 3 5 31 X X X X X X X X 8 * Eastbound Westbound Combined Statistics 30 2 6 30 X X X X X X X X 8 * % Over Pace: 18% 10% 8%
29 3 3 29 X X X X X X 6 *
28 2 2 28 X X X X 4 % In Pace: 80% 84% 79%
27 5 2 27 X X X X X X X 7
26 0 1 26 X 1 % Under Pace: 2% 6% 13%
25 1 0 25 X 1
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: 27 - 36 MPH 28 - 37 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 28 MPH 29 MPH 29 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 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 37 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/19/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Bennett Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Cullen Avenue - Live Oak 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 3:20
42 0 1 42 X 1
41 0 0 41 0 Time
40 0 0 40 0 To: 3:50
39 1 0 39 X 1
38 1 1 38 X X 2 Existing
37 0 2 37 X X 2 Speed Limit: 30 MPH
36 3 2 36 X X X X X 5 *
35 3 4 35 X X X X X X X 7 *
34 2 7 34 X X X X X X X X X 9 *
33 2 7 33 X X X X X X X X X 9 P
32 4 3 32 X X X X X X X 7 A
31 4 9 31 X X X X X X X X X X X X X 13 C Eastbound Westbound Combined Statistics 30 5 3 30 X X X X X X X X 8 E % Over Pace: 4% 2% 6%
29 9 7 29 X X X X X X X X X X X X X X X X 16 *
28 4 1 28 X X X X X 5 * % In Pace: 82% 90% 84%
27 5 0 27 X X X X X 5 *
26 3 1 26 X X X X 4 % Under Pace: 14% 8% 10%
25 2 2 25 X X X X 4
24 1 0 24 X 1 Average Speed: 30 MPH 32 MPH 31 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 27 - 36 MPH 29 - 38 MPH 27 - 36 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: 29 MPH 32 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 35 MPH 35 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Bennett Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Live Oak Avenue - Loraine 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 22:25
42 1 0 42 X 1
41 1 0 41 X 1 Time
40 0 2 40 X X 2 To: 12:05
39 4 3 39 X X X X X X X 7
38 3 1 38 X X X X 4 * Existing
37 2 1 37 X X X 3 * Speed Limit: 30 MPH
36 2 4 36 X X X X X X 6 *
35 4 8 35 X X X X X X X X X X X X 12 P
34 4 4 34 X X X X X X X X 8 A
33 5 4 33 X X X X X X X X X 9 C
32 4 4 32 X X X X X X X X 8 E
31 5 7 31 X X X X X X X X X X X X 12 * Eastbound Westbound Combined Statistics 30 6 3 30 X X X X X X X X X 9 * % Over Pace: 12% 14% 11% 29 5 3 29 X X X X X X X X 8 *
28 1 1 28 X X 2 % In Pace: 80% 82% 79%
27 1 3 27 X X X X 4
26 0 1 26 X 1 % Under Pace: 8% 4% 10%
25 1 0 25 X 1
24 1 1 24 X X 2 Average Speed: 33 MPH 33 MPH 33 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38 MPH 27 - 36 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 29 MPH 29 MPH 29 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
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 36 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/19/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Bennett Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Loraine Avenue - Underhill Drive
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:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:05
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:30
39 0 0 39 0
38 0 0 38 0 Existing
37 1 0 37 X 1 Speed Limit: 25 MPH
36 0 0 36 0
35 0 0 35 0
34 1 1 34 X X 2
33 4 2 33 X X X X X X 6
32 1 2 32 X X X 3
31 1 2 31 X X X 3 Eastbound Westbound Combined Statistics 30 2 2 30 X X X X 4 * % Over Pace: 16% 10% 15%
29 3 3 29 X X X X X X 6 *
28 3 3 28 X X X X X X 6 * % In Pace: 82% 82% 81%
27 3 4 27 X X X X X X X 7 P
26 8 8 26 X X X X X X X X X X X X X X X X 16 A % Under Pace: 2% 8% 4% 25 3 5 25 X X X X X X X X 8 C
24 5 5 24 X X X X X X X X X X 10 E Average Speed: 26 MPH 26 MPH 26 MPH 23 9 4 23 X X X X X X X X X X X X X 13 *
22 2 5 22 X X X X X X X 7 * Pace Speed: 21 - 30 MPH 22 - 31 MPH 21 - 30 MPH 21 3 1 21 X X X X 4 *
20 1 0 20 X 1
19 0 2 19 X X 2 15th Percentile / Critical Speed: 23 MPH 22 MPH 22 MPH 18 0 1 18 X 1
17 0 0 17 0 50th Percentile / Critical Speed: 26 MPH 26 MPH 26 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 31 MPH 30 MPH 30 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/19/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Bonnie Cove Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Arrow Highway - Juanita 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 0 48 0
47 0 0 47 0 Date:
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 0 41 0 Time
40 1 1 40 X X 2 To: 9:20
39 1 1 39 X X 2
38 0 1 38 X 1 Existing
37 4 1 37 X X X X X 5 Speed Limit: 25 MPH
36 3 9 36 X X X X X X X X X X X X 12 *
35 1 5 35 X X X X X X 6 *
34 6 7 34 X X X X X X X X X X X X X 13 *
33 2 4 33 X X X X X X 6 P
32 6 1 32 X X X X X X X 7 A
31 7 4 31 X X X X X X X X X X X 11 C Northbound Southbound Combined Statistics 30 4 3 30 X X X X X X X 7 E % Over Pace: 12% 6% 10%
29 6 5 29 X X X X X X X X X X X 11 *
28 3 6 28 X X X X X X X X X 9 * % In Pace: 86% 90% 88%
27 5 1 27 X X X X X X 6 *
26 1 0 26 X 1 % Under Pace: 2% 4% 2%
25 0 0 25 0
24 0 1 24 X 1 Average Speed: 32 MPH 33 MPH 32 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 27 - 36 MPH 28 - 37 MPH 27 - 36 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: 31 MPH 33 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 36 MPH 36 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Bonnie Cove Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Juanita Avenue - Gladstone 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:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:20
42 0 1 42 X 1
41 0 2 41 X X 2 Time
40 0 2 40 X X 2 To: 10:05
39 2 1 39 X X X 3
38 4 1 38 X X X X X 5 * Existing
37 3 4 37 X X X X X X X 7 * Speed Limit: 25 MPH
36 1 2 36 X X X 3 *
35 6 5 35 X X X X X X X X X X X 11 P
34 6 4 34 X X X X X X X X X X 10 A
33 5 4 33 X X X X X X X X X 9 C
32 6 5 32 X X X X X X X X X X X 11 E
31 3 2 31 X X X X X 5 * Northbound Southbound Combined Statistics 30 2 3 30 X X X X X 5 * % Over Pace: 4% 14% 8%
29 4 4 29 X X X X X X X X 8 *
28 2 2 28 X X X X 4 % In Pace: 80% 70% 74%
27 0 4 27 X X X X 4
26 2 1 26 X X X 3 % Under Pace: 16% 16% 18%
25 2 1 25 X X X 3
24 2 1 24 X X X 3 Average Speed: 32 MPH 33 MPH 33 MPH
23 0 0 23 0
22 0 1 22 X 1 Pace Speed: 29 - 38 MPH 28 - 37 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 28 MPH 27 MPH 28 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
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 37 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Bonnie Cove Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Gladstone Street - Interstate 210
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:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 10:05
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 11:40
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 0 36 0
35 0 1 35 X 1
34 0 1 34 X 1
33 0 1 33 X 1
32 2 1 32 X X X 3
31 0 3 31 X X X 3 * Northbound Southbound Combined Statistics 30 1 1 30 X X 2 * % Over Pace: 12% 15% 12%
29 1 1 29 X X 2 *
28 2 3 28 X X X X X 5 P % In Pace: 88% 65% 71%
27 3 1 27 X X X X 4 A
26 3 1 26 X X X X 4 C % Under Pace: 0% 19% 18%
25 3 2 25 X X X X X 5 E
24 3 2 24 X X X X X 5 * Average Speed: 25 MPH 26 MPH 26 MPH 23 1 1 23 X X 2 *
22 2 2 22 X X X X 4 * Pace Speed: 20 - 29 MPH 22 - 31 MPH 22 - 31 MPH 21 2 0 21 X X 2
20 2 1 20 X X X 3
19 0 2 19 X X 2 15th Percentile / Critical Speed: 21 MPH 19 MPH 21 MPH 18 0 2 18 X X 2
17 0 0 17 0 50th Percentile / Critical Speed: 25 MPH 26 MPH 26 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 29 MPH 32 MPH 31 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 25 26 GRAND TOTALS 51
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Compromise Line Road
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Valley Center Avenue - Route 66
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 1 0 47 X 1 Date:
46 0 2 46 X X 2
45 0 1 45 X 1
44 0 3 44 X X X 3 Time
43 2 1 43 X X X 3 From: 11:35
42 1 0 42 X 1
41 1 2 41 X X X 3 Time
40 2 4 40 X X X X X X 6 * To: 12:20
39 1 5 39 X X X X X X 6 *
38 5 5 38 X X X X X X X X X X 10 * Existing
37 4 4 37 X X X X X X X X 8 P Speed Limit: 40 MPH
36 4 5 36 X X X X X X X X X 9 A
35 6 5 35 X X X X X X X X X X X 11 C
34 2 4 34 X X X X X X 6 E
33 7 1 33 X X X X X X X X 8 *
32 4 1 32 X X X X X 5 *
31 2 4 31 X X X X X X 6 * Eastbound Westbound Combined Statistics 30 3 2 30 X X X X X 5 % Over Pace: 14% 18% 14%
29 0 0 29 0
28 0 0 28 0 % In Pace: 76% 76% 75%
27 1 1 27 X X 2
26 2 0 26 X X 2 % Under Pace: 10% 6% 11%
25 2 0 25 X X 2
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: 30 - 39 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: 35 MPH 37 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 41 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Cullen Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Ada Avenue - Foothill Boulevard
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:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:35
42 0 0 42 0
41 0 0 41 0 Time
40 1 1 40 X X 2 To: 1:25
39 0 0 39 0
38 3 1 38 X X X X 4 Existing
37 3 2 37 X X X X X 5 * Speed Limit: 30 MPH
36 4 2 36 X X X X X X 6 *
35 4 3 35 X X X X X X X 7 *
34 4 6 34 X X X X X X X X X X 10 P
33 1 2 33 X X X 3 A
32 8 7 32 X X X X X X X X X X X X X X X 15 C
31 6 7 31 X X X X X X X X X X X X X 13 E Northbound Southbound Combined Statistics 30 5 5 30 X X X X X X X X X X 10 * % Over Pace: 2% 4% 6% 29 3 4 29 X X X X X X X 7 *
28 3 4 28 X X X X X X X 7 * % In Pace: 82% 84% 83%
27 1 0 27 X 1
26 1 4 26 X X X X X 5 % Under Pace: 16% 12% 11%
25 2 0 25 X X 2
24 1 1 24 X X 2 Average Speed: 32 MPH 31 MPH 32 MPH
23 0 1 23 X 1
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: 28 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 31 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 36 MPH 35 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/19/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Cullen Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Foothill Boulevard - Bennett 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 1 0 43 X 1 From: 1:25
42 2 1 42 X X X 3
41 1 1 41 X X 2 Time
40 2 0 40 X X 2 To: 1:45
39 0 1 39 X 1
38 2 0 38 X X 2 Existing
37 3 2 37 X X X X X 5 Speed Limit: 30 MPH
36 1 3 36 X X X X 4 *
35 2 5 35 X X X X X X X 7 *
34 6 1 34 X X X X X X X 7 *
33 5 5 33 X X X X X X X X X X 10 P
32 7 7 32 X X X X X X X X X X X X X X 14 A
31 5 6 31 X X X X X X X X X X X 11 C Northbound Southbound Combined Statistics 30 4 6 30 X X X X X X X X X X 10 E % Over Pace: 22% 10% 16% 29 1 2 29 X X X 3 *
28 2 2 28 X X X X 4 * % In Pace: 74% 82% 78%
27 4 4 27 X X X X X X X X 8 *
26 1 2 26 X X X 3 % Under Pace: 4% 8% 6%
25 0 2 25 X X 2
24 0 0 24 0 Average Speed: 33 MPH 32 MPH 32 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 27 - 36 MPH 27 - 36 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 28 MPH 27 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
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 36 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/19/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Cullen Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Bennett Avenue - Leadora 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 1 0 45 X 1
44 3 0 44 X X X 3 Time
43 0 0 43 0 From: 1:45
42 0 0 42 0
41 2 1 41 X X X 3 Time
40 0 0 40 0 To: 2:35
39 4 1 39 X X X X X 5 *
38 1 3 38 X X X X 4 * Existing
37 7 3 37 X X X X X X X X X X 10 * Speed Limit: 30 MPH
36 5 3 36 X X X X X X X X 8 P
35 2 6 35 X X X X X X X X 8 A
34 3 7 34 X X X X X X X X X X 10 C
33 1 5 33 X X X X X X 6 E
32 4 2 32 X X X X X X 6 *
31 5 3 31 X X X X X X X X 8 * Northbound Southbound Combined Statistics 30 5 5 30 X X X X X X X X X X 10 * % Over Pace: 12% 4% 7% 29 2 3 29 X X X X X 5
28 2 0 28 X X 2 % In Pace: 74% 80% 75%
27 0 5 27 X X X X X 5
26 3 0 26 X X X 3 % Under Pace: 14% 16% 18%
25 0 0 25 0
24 0 3 24 X X X 3 Average Speed: 34 MPH 33 MPH 33 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39 MPH 29 - 38 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 27 MPH 29 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
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 37 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/19/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Cullen Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Leadora Avenue - Sierra Madre 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 1 0 43 X 1 From: 2:35
42 0 1 42 X 1
41 2 1 41 X X X 3 Time
40 0 1 40 X 1 To: 3:25
39 2 1 39 X X X 3
38 2 0 38 X X 2 Existing
37 4 1 37 X X X X X 5 Speed Limit: 30 MPH
36 3 4 36 X X X X X X X 7 *
35 6 5 35 X X X X X X X X X X X 11 *
34 4 6 34 X X X X X X X X X X 10 *
33 8 6 33 X X X X X X X X X X X X X X 14 P
32 3 5 32 X X X X X X X X 8 A
31 3 5 31 X X X X X X X X 8 C Northbound Southbound Combined Statistics 30 3 2 30 X X X X X 5 E % Over Pace: 14% 10% 16%
29 3 3 29 X X X X X X 6 *
28 3 4 28 X X X X X X X 7 * % In Pace: 80% 88% 82%
27 2 4 27 X X X X X X 6 *
26 1 1 26 X X 2 % Under Pace: 6% 2% 2%
25 0 0 25 0
24 0 0 24 0 Average Speed: 34 MPH 33 MPH 33 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 28 - 37 MPH 27 - 36 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 29 MPH 28 MPH 28 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
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 36 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/19/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Elwood Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Route 66 - Foothill Boulevard
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:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:20
42 3 0 42 X X X 3
41 1 2 41 X X X 3 Time
40 1 1 40 X X 2 To: 1:25
39 4 0 39 X X X X 4
38 2 4 38 X X X X X X 6 * Existing
37 9 2 37 X X X X X X X X X X X 11 * Speed Limit: 35 MPH 36 5 2 36 X X X X X X X 7 *
35 3 3 35 X X X X X X 6 P
34 3 8 34 X X X X X X X X X X X 11 A
33 1 3 33 X X X X 4 C
32 3 4 32 X X X X X X X 7 E
31 3 5 31 X X X X X X X X 8 * Northbound Southbound Combined Statistics 30 2 4 30 X X X X X X 6 * % Over Pace: 22% 6% 12%
29 5 4 29 X X X X X X X X X 9 *
28 3 3 28 X X X X X X 6 % In Pace: 74% 78% 75%
27 1 3 27 X X X X 4
26 1 0 26 X 1 % Under Pace: 4% 16% 13%
25 0 1 25 X 1
24 0 0 24 0 Average Speed: 34 MPH 33 MPH 34 MPH
23 0 1 23 X 1
22 0 0 22 0 Pace Speed: 28 - 37 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: 29 MPH 28 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 32 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 37 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Foothill Boulevard
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Citrus Avenue - Barranca 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:00
52 0 1 52 X 1
51 0 0 51 0 Time
50 0 0 50 0 To: 9:20
49 2 2 49 X X X X 4
48 2 1 48 X X X 3 Existing
47 0 0 47 0 Speed Limit: 35 MPH
46 3 3 46 X X X X X X 6
45 0 6 45 X X X X X X 6
44 1 3 44 X X X X 4 *
43 5 3 43 X X X X X X X X 8 *
42 2 6 42 X X X X X X X X 8 *
41 5 2 41 X X X X X X X 7 P Eastbound Westbound Combined Statistics 40 1 5 40 X X X X X X 6 A % Over Pace: 16% 8% 20%
39 5 3 39 X X X X X X X X 8 C
38 2 4 38 X X X X X X 6 E % In Pace: 74% 70% 67%
37 1 0 37 X 1 *
36 8 3 36 X X X X X X X X X X X 11 * % Under Pace: 10% 22% 13% 35 6 2 35 X X X X X X X X 8 *
34 2 1 34 X X X 3 Average Speed: 39 MPH 41 MPH 40 MPH
33 1 2 33 X X X 3
32 1 2 32 X X X 3 Pace Speed: 34 - 43 MPH 38 - 47 MPH 35 - 44 MPH 31 1 0 31 X 1
30 0 0 30 0
29 2 1 29 X X X 3 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 42 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 45 MPH 45 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/12/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Foothill Boulevard
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Barranca Avenue - Grand 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:20
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 9:40
49 0 0 49 0
48 0 1 48 X 1 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 2 2 46 X X X X 4
45 2 1 45 X X X 3
44 2 4 44 X X X X X X 6
43 1 2 43 X X X 3
42 1 2 42 X X X 3
41 1 4 41 X X X X X 5 * Eastbound Westbound Combined Statistics 40 3 6 40 X X X X X X X X X 9 * % Over Pace: 18% 8% 20% 39 2 0 39 X X 2 *
38 2 5 38 X X X X X X X 7 P % In Pace: 72% 74% 71%
37 4 8 37 X X X X X X X X X X X X 12 A
36 2 4 36 X X X X X X 6 C % Under Pace: 10% 18% 9%
35 4 2 35 X X X X X X 6 E
34 3 4 34 X X X X X X X 7 * Average Speed: 36 MPH 39 MPH 37 MPH 33 3 2 33 X X X X X 5 *
32 10 2 32 X X X X X X X X X X X X 12 * Pace Speed: 31 - 40 MPH 35 - 44 MPH 32 - 41 MPH 31 3 1 31 X X X X 4
30 3 0 30 X X X 3
29 0 0 29 0 15th Percentile / Critical Speed: 31 MPH 34 MPH 32 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed: 35 MPH 38 MPH 37 MPH 26 1 0 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed: 42 MPH 44 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/12/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Foothill Boulevard
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Grand Avenue - Glendora 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:40
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 10:00
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 0 0 46 0
45 0 0 45 0
44 0 2 44 X X 2
43 0 1 43 X 1
42 2 1 42 X X X 3
41 2 2 41 X X X X 4 * Eastbound Westbound Combined Statistics 40 3 4 40 X X X X X X X 7 * % Over Pace: 0% 8% 6%
39 3 5 39 X X X X X X X X 8 *
38 6 6 38 X X X X X X X X X X X X 12 P % In Pace: 86% 82% 83% 37 7 1 37 X X X X X X X X 8 A
36 6 5 36 X X X X X X X X X X X 11 C % Under Pace: 14% 10% 11% 35 6 4 35 X X X X X X X X X X 10 E
34 7 7 34 X X X X X X X X X X X X X X 14 * Average Speed: 36 MPH 36 MPH 36 MPH 33 1 4 33 X X X X X 5 *
32 1 3 32 X X X X 4 * Pace Speed: 33 - 42 MPH 32 - 41 MPH 32 - 41 MPH 31 2 2 31 X X X X 4
30 3 1 30 X X X X 4
29 1 1 29 X X 2 15th Percentile / Critical Speed: 33 MPH 32 MPH 32 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 36 MPH 36 MPH 36 MPH 26 0 1 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed: 39 MPH 40 MPH 40 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/12/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Foothill Boulevard
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Glendora Avenue - Cullen 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:00
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 10:20
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 0 0 46 0
45 0 0 45 0
44 1 0 44 X 1
43 1 0 43 X 1
42 0 2 42 X X 2
41 2 0 41 X X 2 Eastbound Westbound Combined Statistics 40 3 2 40 X X X X X 5 % Over Pace: 14% 8% 11%
39 3 3 39 X X X X X X 6 *
38 2 2 38 X X X X 4 * % In Pace: 70% 84% 77%
37 5 3 37 X X X X X X X X 8 *
36 3 1 36 X X X X 4 P % Under Pace: 16% 8% 12%
35 2 6 35 X X X X X X X X 8 A
34 3 5 34 X X X X X X X X 8 C Average Speed: 34 MPH 34 MPH 34 MPH 33 2 7 33 X X X X X X X X X 9 E
32 1 5 32 X X X X X X 6 * Pace Speed: 30 - 39 MPH 30 - 39 MPH 30 - 39 MPH 31 10 7 31 X X X X X X X X X X X X X X X X X 17 *
30 4 3 30 X X X X X X X 7 *
29 2 2 29 X X X X 4 15th Percentile / Critical Speed: 29 MPH 31 MPH 30 MPH 28 1 0 28 X 1
27 1 0 27 X 1 50th Percentile / Critical Speed: 33 MPH 33 MPH 33 MPH 26 4 1 26 X X X X X 5
25 0 1 25 X 1 85th Percentile / Critical Speed: 39 MPH 38 MPH 39 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/12/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Foothill Boulevard
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Cullen Avenue - Loraine 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:
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 0 0 51 0 Time
50 0 0 50 0 To: 10:40
49 0 0 49 0
48 0 1 48 X 1 Existing
47 1 3 47 X X X X 4 Speed Limit: 35 MPH
46 0 1 46 X 1
45 0 2 45 X X 2
44 1 1 44 X X 2
43 1 2 43 X X X 3
42 2 0 42 X X 2
41 5 2 41 X X X X X X X 7 * Eastbound Westbound Combined Statistics 40 4 5 40 X X X X X X X X X 9 * % Over Pace: 6% 20% 15% 39 4 4 39 X X X X X X X X 8 *
38 4 3 38 X X X X X X X 7 P % In Pace: 82% 76% 79%
37 6 2 37 X X X X X X X X 8 A
36 7 6 36 X X X X X X X X X X X X X 13 C % Under Pace: 12% 4% 6% 35 4 8 35 X X X X X X X X X X X X 12 E
34 2 5 34 X X X X X X X 7 * Average Speed: 37 MPH 38 MPH 38 MPH 33 3 2 33 X X X X X 5 *
32 2 1 32 X X X 3 * Pace Speed: 33 - 42 MPH 32 - 41 MPH 32 - 41 MPH 31 2 1 31 X X X 3
30 2 0 30 X X 2
29 0 1 29 X 1 15th Percentile / Critical Speed: 33 MPH 34 MPH 34 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 37 MPH 37 MPH 37 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 41 MPH 44 MPH 41 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/12/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Foothill Boulevard
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Loraine Avenue - Valley Center 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:
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 0 0 51 0 Time
50 1 0 50 X 1 To: 10:40
49 1 0 49 X 1
48 0 1 48 X 1 Existing
47 4 1 47 X X X X X 5 Speed Limit: 35 MPH
46 1 1 46 X X 2
45 1 0 45 X 1
44 2 2 44 X X X X 4
43 1 2 43 X X X 3
42 1 6 42 X X X X X X X 7 *
41 4 4 41 X X X X X X X X 8 * Eastbound Westbound Combined Statistics 40 2 1 40 X X X 3 * % Over Pace: 24% 6% 18%
39 3 6 39 X X X X X X X X X 9 P
38 1 3 38 X X X X 4 A % In Pace: 66% 78% 70%
37 9 5 37 X X X X X X X X X X X X X X 14 C
36 4 7 36 X X X X X X X X X X X 11 E % Under Pace: 10% 16% 12% 35 3 3 35 X X X X X X 6 *
34 2 2 34 X X X X 4 * Average Speed: 38 MPH 38 MPH 38 MPH 33 3 1 33 X X X X 4 *
32 2 2 32 X X X X 4 Pace Speed: 32 - 41 MPH 35 - 44 MPH 33 - 42 MPH 31 2 2 31 X X X X 4
30 1 0 30 X 1
29 1 0 29 X 1 15th Percentile / Critical Speed: 33 MPH 34 MPH 33 MPH 28 1 1 28 X X 2
27 0 0 27 0 50th Percentile / Critical Speed: 37 MPH 38 MPH 37 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 45 MPH 42 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/12/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Foothill Boulevard
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Valley Center Avenue - Lone Hill 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:40
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 11:00
49 1 0 49 X 1
48 1 0 48 X 1 Existing
47 0 0 47 0 Speed Limit: 35 MPH
46 1 0 46 X 1
45 1 1 45 X X 2
44 2 1 44 X X X 3
43 1 1 43 X X 2
42 8 1 42 X X X X X X X X X 9 *
41 3 1 41 X X X X 4 * Eastbound Westbound Combined Statistics 40 6 3 40 X X X X X X X X X 9 * % Over Pace: 8% 6% 10%
39 1 5 39 X X X X X X 6 P
38 6 7 38 X X X X X X X X X X X X X 13 A % In Pace: 84% 90% 87% 37 3 7 37 X X X X X X X X X X 10 C
36 6 7 36 X X X X X X X X X X X X X 13 E % Under Pace: 8% 4% 3% 35 6 4 35 X X X X X X X X X X 10 *
34 2 7 34 X X X X X X X X X 9 * Average Speed: 39 MPH 37 MPH 38 MPH 33 1 3 33 X X X X 4 *
32 0 1 32 X 1 Pace Speed: 35 - 44 MPH 33 - 42 MPH 33 - 42 MPH 31 1 0 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 35 MPH 34 MPH 34 MPH 28 0 1 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed: 38 MPH 37 MPH 38 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 42 MPH 40 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/12/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Foothill Boulevard
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Lone Hill Avenue - Amelia 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:00
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 11:20
49 0 1 49 X 1
48 1 0 48 X 1 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 1 2 46 X X X 3
45 2 1 45 X X X 3
44 2 1 44 X X X 3
43 4 3 43 X X X X X X X 7 *
42 1 1 42 X X 2 *
41 6 5 41 X X X X X X X X X X X 11 * Eastbound Westbound Combined Statistics 40 5 3 40 X X X X X X X X 8 P % Over Pace: 12% 8% 11%
39 7 1 39 X X X X X X X X 8 A
38 3 9 38 X X X X X X X X X X X X 12 C % In Pace: 84% 76% 80% 37 4 7 37 X X X X X X X X X X X 11 E
36 4 3 36 X X X X X X X 7 * % Under Pace: 4% 16% 9%
35 3 5 35 X X X X X X X X 8 *
34 5 1 34 X X X X X X 6 * Average Speed: 39 MPH 38 MPH 39 MPH 33 1 3 33 X X X X 4
32 0 1 32 X 1 Pace Speed: 34 - 43 MPH 35 - 44 MPH 34 - 43 MPH 31 1 2 31 X X X 3
30 0 1 30 X 1
29 0 0 29 0 15th Percentile / Critical Speed: 35 MPH 34 MPH 34 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 38 MPH 38 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 43 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/12/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Foothill Boulevard
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Amelia Avenue - Cataract 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 1 58 X 1
57 0 1 57 X 1 Date:
56 0 1 56 X 1
55 1 1 55 X X 2
54 0 2 54 X X 2 Time
53 4 2 53 X X X X X X 6 From: 11:20
52 1 3 52 X X X X 4
51 1 3 51 X X X X 4 * Time
50 2 0 50 X X 2 * To: 11:40
49 3 3 49 X X X X X X 6 *
48 3 2 48 X X X X X 5 P Existing
47 7 5 47 X X X X X X X X X X X X 12 A Speed Limit: 45 MPH 46 6 7 46 X X X X X X X X X X X X X 13 C
45 2 2 45 X X X X 4 E
44 4 5 44 X X X X X X X X X 9 *
43 3 3 43 X X X X X X 6 *
42 5 2 42 X X X X X X X 7 *
41 1 3 41 X X X X 4 Eastbound Westbound Combined Statistics 40 0 2 40 X X 2 % Over Pace: 12% 28% 17%
39 2 1 39 X X X 3
38 1 1 38 X X 2 % In Pace: 72% 68% 68%
37 2 0 37 X X 2
36 0 0 36 0 % Under Pace: 16% 4% 15%
35 1 0 35 X 1
34 1 0 34 X 1 Average Speed: 45 MPH 47 MPH 46 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 42 - 51 MPH 40 - 49 MPH 42 - 51 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 41 MPH 42 MPH 41 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 46 MPH 46 MPH 46 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 50 MPH 53 MPH 52 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/12/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Gladstone Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Barranca Avenue - Grand 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:
56 0 0 56 0
55 0 0 55 0
54 3 0 54 X X X 3 Time
53 0 1 53 X 1 From: 1:50
52 3 0 52 X X X 3
51 1 0 51 X 1 Time
50 3 0 50 X X X 3 To: 2:10
49 2 3 49 X X X X X 5
48 2 0 48 X X 2 Existing
47 2 1 47 X X X 3 * Speed Limit: 45 MPH
46 5 3 46 X X X X X X X X 8 *
45 4 2 45 X X X X X X 6 *
44 3 1 44 X X X X 4 P
43 3 6 43 X X X X X X X X X 9 A
42 1 5 42 X X X X X X 6 C
41 4 9 41 X X X X X X X X X X X X X 13 E Eastbound Westbound Combined Statistics 40 3 7 40 X X X X X X X X X X 10 * % Over Pace: 24% 10% 18% 39 4 5 39 X X X X X X X X X 9 *
38 2 3 38 X X X X X 5 * % In Pace: 62% 86% 73%
37 0 2 37 X X 2
36 2 1 36 X X X 3 % Under Pace: 14% 4% 9%
35 1 1 35 X X 2
34 0 0 34 0 Average Speed: 44 MPH 42 MPH 43 MPH
33 2 0 33 X X 2
32 0 0 32 0 Pace Speed: 39 - 48 MPH 37 - 46 MPH 38 - 47 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 39 MPH 39 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 44 MPH 41 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 50 MPH 46 MPH 49 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Gladstone Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Grand Avenue - Glendora 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 2:10
52 0 0 52 0
51 0 0 51 0 Time
50 2 1 50 X X X 3 To: 2:30
49 0 1 49 X 1
48 0 0 48 0 Existing
47 1 2 47 X X X 3 Speed Limit: 45 MPH
46 3 1 46 X X X X 4
45 3 1 45 X X X X 4
44 3 4 44 X X X X X X X 7 *
43 2 6 43 X X X X X X X X 8 *
42 7 3 42 X X X X X X X X X X 10 *
41 1 6 41 X X X X X X X 7 P Eastbound Westbound Combined Statistics 40 4 3 40 X X X X X X X 7 A % Over Pace: 6% 12% 15%
39 10 5 39 X X X X X X X X X X X X X X X 15 C
38 5 4 38 X X X X X X X X X 9 E % In Pace: 80% 84% 81%
37 2 4 37 X X X X X X 6 *
36 3 3 36 X X X X X X 6 * % Under Pace: 14% 4% 4%
35 2 4 35 X X X X X X 6 *
34 1 1 34 X X 2 Average Speed: 41 MPH 40 MPH 41 MPH
33 1 1 33 X X 2
32 0 0 32 0 Pace Speed: 37 - 46 MPH 35 - 44 MPH 35 - 44 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 37 MPH 36 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 40 MPH 40 MPH 40 MPH 26 0 0 26 0
25 0 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
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Gladstone Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Glendora Avenue - Bonnie Cove 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 1 53 X 1 From: 2:30
52 2 1 52 X X X 3
51 1 2 51 X X X 3 Time
50 2 0 50 X X 2 To: 2:50
49 3 2 49 X X X X X 5
48 3 3 48 X X X X X X 6 * Existing
47 3 5 47 X X X X X X X X 8 * Speed Limit: 45 MPH
46 5 5 46 X X X X X X X X X X 10 *
45 7 4 45 X X X X X X X X X X X 11 P
44 3 3 44 X X X X X X 6 A
43 2 5 43 X X X X X X X 7 C
42 3 5 42 X X X X X X X X 8 E
41 1 1 41 X X 2 * Eastbound Westbound Combined Statistics 40 2 3 40 X X X X X 5 * % Over Pace: 4% 12% 14%
39 3 4 39 X X X X X X X 7 *
38 3 2 38 X X X X X 5 % In Pace: 64% 76% 70%
37 1 0 37 X 1
36 3 0 36 X X X 3 % Under Pace: 32% 12% 16%
35 2 2 35 X X X X 4
34 1 2 34 X X X 3 Average Speed: 44 MPH 44 MPH 44 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 42 - 51 MPH 39 - 48 MPH 39 - 48 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 38 MPH 39 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 45 MPH 44 MPH 44 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 49 MPH 48 MPH 48 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Gladstone Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Bonnie Cove Avenue - Sunflower 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:
56 0 0 56 0
55 0 2 55 X X 2
54 0 1 54 X 1 Time
53 0 1 53 X 1 From: 2:50
52 2 1 52 X X X 3
51 1 3 51 X X X X 4 Time
50 2 3 50 X X X X X 5 To: 3:10
49 5 1 49 X X X X X X 6
48 1 0 48 X 1 Existing
47 2 5 47 X X X X X X X 7 * Speed Limit: 45 MPH
46 1 7 46 X X X X X X X X 8 *
45 4 3 45 X X X X X X X 7 *
44 6 3 44 X X X X X X X X X 9 P
43 6 5 43 X X X X X X X X X X X 11 A
42 1 5 42 X X X X X X 6 C
41 3 4 41 X X X X X X X 7 E Eastbound Westbound Combined Statistics 40 5 4 40 X X X X X X X X X 9 * % Over Pace: 22% 22% 23% 39 3 1 39 X X X X 4 *
38 4 0 38 X X X X 4 * % In Pace: 70% 74% 72%
37 1 1 37 X X 2
36 1 0 36 X 1 % Under Pace: 8% 4% 5%
35 1 0 35 X 1
34 0 0 34 0 Average Speed: 43 MPH 45 MPH 44 MPH
33 0 0 33 0
32 1 0 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 / Critical Speed: 38 MPH 41 MPH 40 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 43 MPH 45 MPH 44 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 49 MPH 51 MPH 50 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Gladstone Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Sunflower Avenue - Valley Center 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 1 53 X 1 From: 3:10
52 0 0 52 0
51 1 1 51 X X 2 Time
50 0 3 50 X X X 3 To: 3:30
49 0 1 49 X 1
48 1 0 48 X 1 Existing
47 3 2 47 X X X X X 5 Speed Limit: 45 MPH
46 1 3 46 X X X X 4
45 5 2 45 X X X X X X X 7 *
44 6 3 44 X X X X X X X X X 9 *
43 3 2 43 X X X X X 5 *
42 1 7 42 X X X X X X X X 8 P
41 6 6 41 X X X X X X X X X X X X 12 A Eastbound Westbound Combined Statistics 40 4 5 40 X X X X X X X X X 9 C % Over Pace: 12% 16% 17% 39 5 1 39 X X X X X X 6 E
38 2 1 38 X X X 3 * % In Pace: 76% 66% 70%
37 3 3 37 X X X X X X 6 *
36 3 2 36 X X X X X 5 * % Under Pace: 12% 18% 13%
35 1 2 35 X X X 3
34 2 1 34 X X X 3 Average Speed: 41 MPH 41 MPH 41 MPH
33 1 1 33 X X 2
32 1 1 32 X X 2 Pace Speed: 36 - 45 MPH 37 - 46 MPH 36 - 45 MPH 31 1 2 31 X X X 3
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 36 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 45 MPH 47 MPH 46 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Gladstone Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Valley Center Avenue - Lone Hill 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 3:30
52 0 2 52 X X 2
51 0 1 51 X 1 Time
50 0 1 50 X 1 To: 3:50
49 0 1 49 X 1
48 0 1 48 X 1 Existing
47 1 2 47 X X X 3 Speed Limit: 45 MPH
46 0 1 46 X 1
45 2 4 45 X X X X X X 6 *
44 3 4 44 X X X X X X X 7 *
43 4 3 43 X X X X X X X 7 *
42 2 3 42 X X X X X 5 P
41 4 11 41 X X X X X X X X X X X X X X X 15 A Eastbound Westbound Combined Statistics 40 4 8 40 X X X X X X X X X X X X 12 C % Over Pace: 6% 10% 10% 39 10 4 39 X X X X X X X X X X X X X X 14 E
38 1 1 38 X X 2 * % In Pace: 80% 82% 79%
37 6 2 37 X X X X X X X X 8 *
36 3 0 36 X X X 3 * % Under Pace: 14% 8% 11%
35 3 1 35 X X X X 4
34 2 0 34 X X 2 Average Speed: 39 MPH 43 MPH 41 MPH
33 4 0 33 X X X X 4
32 1 0 32 X 1 Pace Speed: 35 - 44 MPH 39 - 48 MPH 36 - 45 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 35 MPH 39 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 41 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 47 MPH 45 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Glendora Mountain Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Sierra Madre Avenue - Boulder Springs Drive 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:25
52 0 0 52 0
51 0 0 51 0 Time
50 1 0 50 X 1 To: 1:30
49 1 0 49 X 1
48 1 1 48 X X 2 Existing
47 1 2 47 X X X 3 Speed Limit: 40 MPH
46 3 2 46 X X X X X 5
45 2 1 45 X X X 3
44 2 1 44 X X X 3 *
43 3 5 43 X X X X X X X X 8 *
42 5 2 42 X X X X X X X 7 *
41 4 1 41 X X X X X 5 P Northbound Southbound Combined Statistics 40 5 6 40 X X X X X X X X X X X 11 A % Over Pace: 18% 12% 15% 39 5 5 39 X X X X X X X X X X 10 C
38 1 4 38 X X X X X 5 E % In Pace: 64% 68% 66%
37 1 1 37 X X 2 *
36 3 5 36 X X X X X X X X 8 * % Under Pace: 18% 20% 19% 35 3 4 35 X X X X X X X 7 *
34 1 1 34 X X 2 Average Speed: 40 MPH 38 MPH 39 MPH
33 2 3 33 X X X X X 5
32 3 1 32 X X X X 4 Pace Speed: 35 - 44 MPH 35 - 44 MPH 35 - 44 MPH 31 1 2 31 X X X 3
30 0 1 30 X 1
29 2 1 29 X X X 3 15th Percentile / Critical Speed: 33 MPH 33 MPH 33 MPH 28 0 1 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed: 40 MPH 39 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 45 MPH 43 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/12/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Glendora Mountain Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Boulder Springs Drive - Big Dalton Canyon Road 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 1:30
52 0 0 52 0
51 0 0 51 0 Time
50 0 1 50 X 1 To: 3:00
49 1 1 49 X X 2
48 0 0 48 0 Existing
47 2 1 47 X X X 3 Speed Limit: 40 MPH
46 1 2 46 X X X 3
45 4 1 45 X X X X X 5
44 3 1 44 X X X X 4
43 1 2 43 X X X 3
42 3 1 42 X X X X 4 *
41 1 5 41 X X X X X X 6 * Northbound Southbound Combined Statistics 40 3 2 40 X X X X X 5 * % Over Pace: 24% 18% 21%
39 5 7 39 X X X X X X X X X X X X 12 P
38 3 4 38 X X X X X X X 7 A % In Pace: 70% 76% 73%
37 5 3 37 X X X X X X X X 8 C
36 5 5 36 X X X X X X X X X X 10 E % Under Pace: 6% 6% 6% 35 5 7 35 X X X X X X X X X X X X 12 *
34 3 1 34 X X X X 4 * Average Speed: 39 MPH 39 MPH 39 MPH 33 2 3 33 X X X X X 5 *
32 2 1 32 X X X 3 Pace Speed: 33 - 42 MPH 33 - 42 MPH 33 - 42 MPH 31 0 1 31 X 1
30 1 1 30 X X 2
29 0 0 29 0 15th Percentile / Critical Speed: 34 MPH 35 MPH 34 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 38 MPH 38 MPH 38 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 45 MPH 43 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/12/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Glendora Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Arrow Highway - Juanita 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 1:30
52 0 0 52 0
51 0 0 51 0 Time
50 0 1 50 X 1 To: 1:50
49 0 1 49 X 1
48 0 2 48 X X 2 Existing
47 2 1 47 X X X 3 Speed Limit: 40 MPH
46 1 1 46 X X 2
45 1 0 45 X 1
44 2 1 44 X X X 3
43 2 3 43 X X X X X 5 *
42 1 2 42 X X X 3 *
41 4 4 41 X X X X X X X X 8 * Northbound Southbound Combined Statistics 40 6 4 40 X X X X X X X X X X 10 P % Over Pace: 12% 12% 13% 39 6 5 39 X X X X X X X X X X X 11 A
38 3 4 38 X X X X X X X 7 C % In Pace: 72% 66% 69%
37 4 4 37 X X X X X X X X 8 E
36 2 1 36 X X X 3 * % Under Pace: 16% 22% 18%
35 5 5 35 X X X X X X X X X X 10 *
34 3 1 34 X X X X 4 * Average Speed: 38 MPH 38 MPH 38 MPH 33 1 3 33 X X X X 4
32 2 1 32 X X X 3 Pace Speed: 34 - 43 MPH 35 - 44 MPH 34 - 43 MPH 31 2 2 31 X X X X 4
30 1 2 30 X X X 3
29 1 0 29 X 1 15th Percentile / Critical Speed: 33 MPH 33 MPH 33 MPH 28 0 0 28 0
27 1 2 27 X X X 3 50th Percentile / Critical Speed: 38 MPH 38 MPH 38 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 43 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Glendora Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Juanita Avenue - Gladstone 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 1:10
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 1:30
49 0 0 49 0
48 0 1 48 X 1 Existing
47 1 1 47 X X 2 Speed Limit: 40 MPH
46 1 3 46 X X X X 4
45 5 3 45 X X X X X X X X 8 *
44 2 2 44 X X X X 4 *
43 2 3 43 X X X X X 5 *
42 3 4 42 X X X X X X X 7 P
41 3 5 41 X X X X X X X X 8 A Northbound Southbound Combined Statistics 40 5 7 40 X X X X X X X X X X X X 12 C % Over Pace: 4% 4% 7% 39 6 4 39 X X X X X X X X X X 10 E
38 6 5 38 X X X X X X X X X X X 11 * % In Pace: 74% 80% 76% 37 2 4 37 X X X X X X 6 *
36 3 2 36 X X X X X 5 * % Under Pace: 22% 16% 17%
35 3 2 35 X X X X X 5
34 4 1 34 X X X X X 5 Average Speed: 39 MPH 40 MPH 40 MPH 33 2 2 33 X X X X 4
32 0 0 32 0 Pace Speed: 36 - 45 MPH 37 - 46 MPH 36 - 45 MPH 31 0 1 31 X 1
30 0 0 30 0
29 2 0 29 X X 2 15th Percentile / Critical Speed: 34 MPH 36 MPH 35 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
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 45 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Glendora Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Gladstone Street - Base Line Road
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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:50
52 0 1 52 X 1
51 0 2 51 X X 2 Time
50 0 0 50 0 To: 1:10
49 1 2 49 X X X 3
48 1 0 48 X 1 Existing
47 1 2 47 X X X 3 Speed Limit: 40 MPH
46 9 3 46 X X X X X X X X X X X X 12 *
45 4 3 45 X X X X X X X 7 *
44 3 2 44 X X X X X 5 *
43 5 4 43 X X X X X X X X X 9 P
42 8 3 42 X X X X X X X X X X X 11 A
41 8 3 41 X X X X X X X X X X X 11 C Northbound Southbound Combined Statistics 40 5 5 40 X X X X X X X X X X 10 E % Over Pace: 4% 14% 10% 39 2 7 39 X X X X X X X X X 9 *
38 2 4 38 X X X X X X 6 * % In Pace: 94% 74% 84%
37 1 3 37 X X X X 4 *
36 0 3 36 X X X 3 % Under Pace: 2% 12% 6%
35 0 2 35 X X 2
34 0 0 34 0 Average Speed: 43 MPH 42 MPH 42 MPH
33 0 1 33 X 1
32 0 0 32 0 Pace Speed: 38 - 47 MPH 37 - 46 MPH 37 - 46 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 40 MPH 37 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 42 MPH 40 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 46 MPH 46 MPH 46 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Glendora Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Base Line Road - Route 66
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:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:30
42 0 0 42 0
41 2 1 41 X X X 3 Time
40 2 0 40 X X 2 To: 12:50
39 3 2 39 X X X X X 5 *
38 2 5 38 X X X X X X X 7 * Existing
37 6 7 37 X X X X X X X X X X X X X 13 * Speed Limit: 40 MPH 36 8 3 36 X X X X X X X X X X X 11 P
35 2 3 35 X X X X X 5 A
34 2 5 34 X X X X X X X 7 C
33 3 5 33 X X X X X X X X 8 E
32 1 6 32 X X X X X X X 7 *
31 6 4 31 X X X X X X X X X X 10 * Northbound Southbound Combined Statistics 30 1 4 30 X X X X X 5 * % Over Pace: 4% 2% 5%
29 3 1 29 X X X X 4
28 1 2 28 X X X 3 % In Pace: 70% 88% 78%
27 2 1 27 X X X 3
26 3 1 26 X X X X 4 % Under Pace: 26% 10% 17%
25 2 0 25 X X 2
24 0 0 24 0 Average Speed: 33 MPH 34 MPH 34 MPH
23 0 0 23 0
22 1 0 22 X 1 Pace Speed: 31 - 40 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: 27 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
15 0 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
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Glendora Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Route 66 - Ada 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:10
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 12:30
39 0 0 39 0
38 1 0 38 X 1 Existing
37 1 2 37 X X X 3 Speed Limit: 35 MPH
36 1 0 36 X 1
35 3 2 35 X X X X X 5 *
34 4 1 34 X X X X X 5 *
33 3 0 33 X X X 3 *
32 5 4 32 X X X X X X X X X 9 P
31 6 6 31 X X X X X X X X X X X X 12 A Northbound Southbound Combined Statistics 30 6 5 30 X X X X X X X X X X X 11 C % Over Pace: 6% 10% 5% 29 3 4 29 X X X X X X X 7 E
28 1 9 28 X X X X X X X X X X 10 * % In Pace: 78% 88% 81% 27 4 4 27 X X X X X X X X 8 *
26 4 7 26 X X X X X X X X X X X 11 * % Under Pace: 16% 2% 14% 25 2 1 25 X X X 3
24 1 2 24 X X X 3 Average Speed: 30 MPH 29 MPH 29 MPH
23 2 2 23 X X X X 4
22 3 0 22 X X X 3 Pace Speed: 26 - 35 MPH 23 - 32 MPH 26 - 35 MPH 21 0 1 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 25 MPH 26 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 30 MPH 28 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 34 MPH 32 MPH 33 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Glendora Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Ada Avenue - Foothill Boulevard
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:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 2 1 43 X X X 3 From: 11:50
42 1 0 42 X 1
41 3 0 41 X X X 3 Time
40 5 1 40 X X X X X X 6 To: 12:10
39 0 1 39 X 1
38 3 2 38 X X X X X 5 * Existing
37 2 1 37 X X X 3 * Speed Limit: 35 MPH
36 6 6 36 X X X X X X X X X X X X 12 *
35 5 6 35 X X X X X X X X X X X 11 P
34 1 4 34 X X X X X 5 A
33 6 5 33 X X X X X X X X X X X 11 C
32 5 6 32 X X X X X X X X X X X 11 E
31 5 1 31 X X X X X X 6 * Northbound Southbound Combined Statistics 30 1 6 30 X X X X X X X 7 * % Over Pace: 12% 6% 14%
29 0 3 29 X X X 3 *
28 3 0 28 X X X 3 % In Pace: 76% 80% 74%
27 0 3 27 X X X 3
26 2 2 26 X X X X 4 % Under Pace: 12% 14% 12%
25 0 1 25 X 1
24 0 1 24 X 1 Average Speed: 35 MPH 33 MPH 34 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40 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: 31 MPH 29 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 33 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 36 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Glendora Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Bennett Avenue - Sierra Madre 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 1 45 X 1
44 0 1 44 X 1 Time
43 1 0 43 X 1 From: 11:20
42 0 1 42 X 1
41 1 3 41 X X X X 4 Time
40 0 0 40 0 To: 11:50
39 3 2 39 X X X X X 5
38 5 2 38 X X X X X X X 7 * Existing
37 1 3 37 X X X X 4 * Speed Limit: 35 MPH
36 4 6 36 X X X X X X X X X X 10 *
35 4 6 35 X X X X X X X X X X 10 P
34 3 4 34 X X X X X X X 7 A
33 5 3 33 X X X X X X X X 8 C
32 4 1 32 X X X X X 5 E
31 3 5 31 X X X X X X X X 8 * Northbound Southbound Combined Statistics 30 4 2 30 X X X X X X 6 * % Over Pace: 10% 12% 13%
29 5 2 29 X X X X X X X 7 *
28 0 1 28 X 1 % In Pace: 76% 68% 72%
27 1 4 27 X X X X X 5
26 4 0 26 X X X X 4 % Under Pace: 14% 20% 15%
25 1 0 25 X 1
24 0 1 24 X 1 Average Speed: 33 MPH 34 MPH 33 MPH
23 1 0 23 X 1
22 0 1 22 X 1 Pace Speed: 29 - 38 MPH 30 - 39 MPH 29 - 38 MPH 21 0 1 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 29 MPH 28 MPH 28 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
15 0 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
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Glenwood Road
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Route 66 - Foothill Boulevard
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:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:15
42 0 0 42 0
41 1 2 41 X X X 3 Time
40 1 0 40 X 1 To: 1:30
39 0 1 39 X 1
38 0 1 38 X 1 Existing
37 1 1 37 X X 2 Speed Limit: 25 MPH
36 1 2 36 X X X 3
35 1 3 35 X X X X 4 *
34 1 4 34 X X X X X 5 *
33 5 5 33 X X X X X X X X X X 10 *
32 5 2 32 X X X X X X X 7 P
31 4 2 31 X X X X X X 6 A Northbound Southbound Combined Statistics 30 5 6 30 X X X X X X X X X X X 11 C % Over Pace: 12% 14% 11% 29 4 7 29 X X X X X X X X X X X 11 E
28 3 1 28 X X X X 4 * % In Pace: 78% 78% 75%
27 2 4 27 X X X X X X 6 *
26 6 5 26 X X X X X X X X X X X 11 * % Under Pace: 10% 8% 14% 25 2 2 25 X X X X 4
24 3 1 24 X X X X 4 Average Speed: 29 MPH 31 MPH 30 MPH 23 3 1 23 X X X X 4
22 1 0 22 X 1 Pace Speed: 24 - 33 MPH 26 - 35 MPH 26 - 35 MPH 21 0 0 21 0
20 0 0 20 0
19 1 0 19 X 1 15th Percentile / Critical Speed: 24 MPH 26 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 29 MPH 30 MPH 30 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 33 MPH 35 MPH 34 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/6/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Grand Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Arrow Highway - Gladstone 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:50
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 12:10
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 45 MPH
46 0 1 46 X 1
45 1 0 45 X 1
44 6 1 44 X X X X X X X 7 *
43 2 1 43 X X X 3 *
42 2 6 42 X X X X X X X X 8 *
41 3 8 41 X X X X X X X X X X X 11 P Northbound Southbound Combined Statistics 40 5 3 40 X X X X X X X X 8 A % Over Pace: 0% 2% 2%
39 9 4 39 X X X X X X X X X X X X X 13 C
38 8 7 38 X X X X X X X X X X X X X X X 15 E % In Pace: 86% 84% 85% 37 3 5 37 X X X X X X X X 8 *
36 4 6 36 X X X X X X X X X X 10 * % Under Pace: 14% 14% 13% 35 1 1 35 X X 2 *
34 4 1 34 X X X X X 5 Average Speed: 39 MPH 38 MPH 39 MPH 33 1 1 33 X X 2
32 1 1 32 X X 2 Pace Speed: 36 - 45 MPH 35 - 44 MPH 35 - 44 MPH 31 0 0 31 0
30 0 0 30 0
29 0 1 29 X 1 15th Percentile / Critical Speed: 36 MPH 35 MPH 35 MPH 28 0 2 28 X X 2
27 0 1 27 X 1 50th Percentile / Critical Speed: 39 MPH 38 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 42 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Grand Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Gladstone Street - Interstate 210
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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:30
52 0 0 52 0
51 0 2 51 X X 2 Time
50 1 1 50 X X 2 To: 11:50
49 2 1 49 X X X 3
48 2 3 48 X X X X X 5 Existing
47 1 1 47 X X 2 Speed Limit: 40 MPH
46 0 3 46 X X X 3
45 1 2 45 X X X 3
44 2 5 44 X X X X X X X 7 *
43 4 6 43 X X X X X X X X X X 10 *
42 1 3 42 X X X X 4 *
41 6 2 41 X X X X X X X X 8 P Northbound Southbound Combined Statistics 40 2 6 40 X X X X X X X X 8 A % Over Pace: 18% 14% 20%
39 4 2 39 X X X X X X 6 C
38 6 5 38 X X X X X X X X X X X 11 E % In Pace: 74% 70% 69% 37 4 1 37 X X X X X 5 *
36 3 3 36 X X X X X X 6 * % Under Pace: 8% 16% 11%
35 3 1 35 X X X X 4 *
34 4 3 34 X X X X X X X 7 Average Speed: 40 MPH 42 MPH 41 MPH 33 3 0 33 X X X 3
32 1 0 32 X 1 Pace Speed: 34 - 43 MPH 38 - 47 MPH 35 - 44 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 34 MPH 37 MPH 35 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 42 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 47 MPH 46 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Grand Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Base Line Road - Mauna Loa 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:10
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 11:30
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 1 0 46 X 1
45 1 0 45 X 1
44 0 1 44 X 1
43 1 1 43 X X 2
42 4 2 42 X X X X X X 6
41 6 6 41 X X X X X X X X X X X X 12 * Northbound Southbound Combined Statistics 40 1 3 40 X X X X 4 * % Over Pace: 6% 8% 11%
39 2 3 39 X X X X X 5 *
38 5 6 38 X X X X X X X X X X X 11 P % In Pace: 78% 84% 81% 37 8 4 37 X X X X X X X X X X X X 12 A
36 3 4 36 X X X X X X X 7 C % Under Pace: 16% 8% 8%
35 3 4 35 X X X X X X X 7 E
34 3 6 34 X X X X X X X X X 9 * Average Speed: 37 MPH 37 MPH 37 MPH 33 4 3 33 X X X X X X X 7 *
32 4 3 32 X X X X X X X 7 * Pace Speed: 33 - 42 MPH 32 - 41 MPH 32 - 41 MPH 31 1 2 31 X X X 3
30 0 1 30 X 1
29 1 1 29 X X 2 15th Percentile / Critical Speed: 32 MPH 33 MPH 32 MPH 28 2 0 28 X X 2
27 0 0 27 0 50th Percentile / Critical Speed: 37 MPH 37 MPH 37 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Grand Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Mauna Loa Avenue - Route 66
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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:50
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 11:10
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 0 0 46 0
45 0 0 45 0
44 0 2 44 X X 2
43 0 1 43 X 1
42 2 1 42 X X X 3
41 3 2 41 X X X X X 5 Northbound Southbound Combined Statistics 40 1 3 40 X X X X 4 % Over Pace: 12% 12% 15%
39 1 1 39 X X 2 *
38 3 4 38 X X X X X X X 7 * % In Pace: 84% 78% 81%
37 3 10 37 X X X X X X X X X X X X X 13 *
36 4 8 36 X X X X X X X X X X X X 12 P % Under Pace: 4% 10% 4% 35 8 2 35 X X X X X X X X X X 10 A
34 2 2 34 X X X X 4 C Average Speed: 35 MPH 36 MPH 35 MPH 33 7 4 33 X X X X X X X X X X X 11 E
32 3 0 32 X X X 3 * Pace Speed: 30 - 39 MPH 31 - 40 MPH 30 - 39 MPH 31 9 5 31 X X X X X X X X X X X X X X 14 *
30 2 3 30 X X X X X 5 *
29 1 1 29 X X 2 15th Percentile / Critical Speed: 31 MPH 31 MPH 31 MPH 28 0 0 28 0
27 1 1 27 X X 2 50th Percentile / Critical Speed: 34 MPH 36 MPH 35 MPH 26 0 0 26 0
25 0 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
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Grand Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Route 66 - Ada 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:
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 0 0 52 0
51 0 0 51 0 Time
50 0 1 50 X 1 To: 10:50
49 1 3 49 X X X X 4
48 0 1 48 X 1 Existing
47 0 2 47 X X 2 Speed Limit: 40 MPH
46 2 1 46 X X X 3
45 0 3 45 X X X 3
44 2 3 44 X X X X X 5 *
43 3 3 43 X X X X X X 6 *
42 4 7 42 X X X X X X X X X X X 11 *
41 6 6 41 X X X X X X X X X X X X 12 P Northbound Southbound Combined Statistics 40 4 3 40 X X X X X X X 7 A % Over Pace: 6% 14% 14%
39 2 4 39 X X X X X X 6 C
38 2 4 38 X X X X X X 6 E % In Pace: 78% 74% 74%
37 7 3 37 X X X X X X X X X X 10 *
36 5 1 36 X X X X X X 6 * % Under Pace: 16% 12% 12%
35 4 1 35 X X X X X 5 *
34 2 0 34 X X 2 Average Speed: 38 MPH 41 MPH 40 MPH
33 3 3 33 X X X X X X 6
32 1 1 32 X X 2 Pace Speed: 35 - 44 MPH 37 - 46 MPH 35 - 44 MPH 31 1 0 31 X 1
30 0 0 30 0
29 1 0 29 X 1 15th Percentile / Critical Speed: 34 MPH 37 MPH 35 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 38 MPH 41 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 46 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Grand Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Ada Avenue - 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:10
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 10:30
49 0 0 49 0
48 2 0 48 X X 2 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 0 1 46 X 1
45 1 3 45 X X X X 4
44 4 3 44 X X X X X X X 7 *
43 3 1 43 X X X X 4 *
42 4 5 42 X X X X X X X X X 9 *
41 6 4 41 X X X X X X X X X X 10 P Northbound Southbound Combined Statistics 40 5 6 40 X X X X X X X X X X X 11 A % Over Pace: 4% 8% 7% 39 9 7 39 X X X X X X X X X X X X X X X X 16 C
38 3 4 38 X X X X X X X 7 E % In Pace: 90% 88% 88%
37 4 4 37 X X X X X X X X 8 *
36 6 5 36 X X X X X X X X X X X 11 * % Under Pace: 6% 4% 5% 35 0 5 35 X X X X X 5 *
34 2 0 34 X X 2 Average Speed: 40 MPH 39 MPH 40 MPH
33 0 1 33 X 1
32 1 1 32 X X 2 Pace Speed: 36 - 45 MPH 35 - 44 MPH 35 - 44 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 36 MPH 36 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
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 43 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Grand Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Foothill Boulevard - Bennett 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:
56 0 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
50 0 0 50 0 To: 10:10
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 1 0 46 X 1
45 0 0 45 0
44 0 3 44 X X X 3
43 1 1 43 X X 2
42 2 0 42 X X 2
41 1 1 41 X X 2 Northbound Southbound Combined Statistics 40 5 3 40 X X X X X X X X 8 * % Over Pace: 10% 10% 10%
39 4 3 39 X X X X X X X 7 *
38 3 5 38 X X X X X X X X 8 * % In Pace: 82% 84% 83%
37 6 9 37 X X X X X X X X X X X X X X X 15 P
36 3 5 36 X X X X X X X X 8 A % Under Pace: 8% 6% 7%
35 6 5 35 X X X X X X X X X X X 11 C
34 3 2 34 X X X X X 5 E Average Speed: 36 MPH 36 MPH 36 MPH 33 7 1 33 X X X X X X X X 8 *
32 1 3 32 X X X X 4 * Pace Speed: 31 - 40 MPH 31 - 40 MPH 31 - 40 MPH 31 3 6 31 X X X X X X X X X 9 *
30 2 2 30 X X X X 4
29 0 0 29 0 15th Percentile / Critical Speed: 32 MPH 31 MPH 31 MPH 28 0 0 28 0
27 1 1 27 X X 2 50th Percentile / Critical Speed: 36 MPH 36 MPH 36 MPH 26 1 0 26 X 1
25 0 0 25 0 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
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Grand Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Bennett Avenue - Leadora 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:25
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 9:45
49 0 0 49 0
48 1 0 48 X 1 Existing
47 1 0 47 X 1 Speed Limit: 40 MPH
46 0 0 46 0
45 2 1 45 X X X 3
44 0 2 44 X X 2
43 1 0 43 X 1
42 6 3 42 X X X X X X X X X 9 *
41 4 5 41 X X X X X X X X X 9 * Northbound Southbound Combined Statistics 40 5 5 40 X X X X X X X X X X 10 * % Over Pace: 10% 6% 8% 39 3 3 39 X X X X X X 6 P
38 3 4 38 X X X X X X X 7 A % In Pace: 80% 86% 83%
37 3 7 37 X X X X X X X X X X 10 C
36 3 4 36 X X X X X X X 7 E % Under Pace: 10% 8% 9%
35 5 6 35 X X X X X X X X X X X 11 *
34 5 3 34 X X X X X X X X 8 * Average Speed: 38 MPH 37 MPH 38 MPH 33 3 3 33 X X X X X X 6 *
32 2 2 32 X X X X 4 Pace Speed: 33 - 42 MPH 33 - 42 MPH 33 - 42 MPH 31 3 1 31 X X X X 4
30 0 0 30 0
29 0 1 29 X 1 15th Percentile / Critical Speed: 33 MPH 34 MPH 33 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 38 MPH 37 MPH 37 MPH 26 0 0 26 0
25 0 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
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Grand Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Leadora Avenue - Sierra Madre 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:00
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 9:25
49 0 0 49 0
48 0 1 48 X 1 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 0 2 46 X X 2
45 1 0 45 X 1
44 1 1 44 X X 2
43 3 3 43 X X X X X X 6 *
42 1 4 42 X X X X X 5 *
41 2 9 41 X X X X X X X X X X X 11 * Northbound Southbound Combined Statistics 40 4 0 40 X X X X 4 P % Over Pace: 4% 8% 6%
39 4 0 39 X X X X 4 A
38 3 6 38 X X X X X X X X X 9 C % In Pace: 76% 72% 74%
37 2 4 37 X X X X X X 6 E
36 7 0 36 X X X X X X X 7 * % Under Pace: 20% 20% 20%
35 9 5 35 X X X X X X X X X X X X X X 14 *
34 3 5 34 X X X X X X X X 8 * Average Speed: 36 MPH 38 MPH 37 MPH 33 2 1 33 X X X 3
32 0 5 32 X X X X X 5 Pace Speed: 34 - 43 MPH 34 - 43 MPH 34 - 43 MPH 31 3 1 31 X X X X 4
30 1 0 30 X 1
29 1 1 29 X X 2 15th Percentile / Critical Speed: 31 MPH 32 MPH 32 MPH 28 2 1 28 X X X 3
27 0 1 27 X 1 50th Percentile / Critical Speed: 36 MPH 38 MPH 37 MPH 26 1 0 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed: 41 MPH 42 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Juanita Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Grand Avenue - Glendora 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 0 48 0
47 0 0 47 0 Date:
46 2 0 46 X X 2
45 1 0 45 X 1
44 0 0 44 0 Time
43 0 0 43 0 From: 10:55
42 4 3 42 X X X X X X X 7
41 0 4 41 X X X X 4 Time
40 1 1 40 X X 2 To: 11:40
39 3 1 39 X X X X 4 *
38 2 3 38 X X X X X 5 * Existing
37 5 3 37 X X X X X X X X 8 * Speed Limit: 30 MPH
36 4 4 36 X X X X X X X X 8 P
35 5 4 35 X X X X X X X X X 9 A
34 4 3 34 X X X X X X X 7 C
33 4 6 33 X X X X X X X X X X 10 E
32 3 5 32 X X X X X X X X 8 *
31 1 1 31 X X 2 * Eastbound Westbound Combined Statistics 30 3 6 30 X X X X X X X X X 9 * % Over Pace: 16% 16% 16% 29 3 0 29 X X X 3
28 1 2 28 X X X 3 % In Pace: 68% 72% 70%
27 1 2 27 X X X 3
26 2 1 26 X X X 3 % Under Pace: 16% 12% 14%
25 1 0 25 X 1
24 0 1 24 X 1 Average Speed: 35 MPH 34 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39 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 30 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 34 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 40 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Juanita Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Glendora Avenue - Bonnie Cove 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 11:40
42 1 0 42 X 1
41 0 3 41 X X X 3 Time
40 1 3 40 X X X X 4 To: 12:15
39 4 2 39 X X X X X X 6 *
38 4 1 38 X X X X X 5 * Existing
37 2 4 37 X X X X X X 6 * Speed Limit: 30 MPH
36 3 1 36 X X X X 4 P
35 4 5 35 X X X X X X X X X 9 A
34 4 7 34 X X X X X X X X X X X 11 C
33 6 2 33 X X X X X X X X 8 E
32 8 6 32 X X X X X X X X X X X X X X 14 *
31 4 7 31 X X X X X X X X X X X 11 * Eastbound Westbound Combined Statistics 30 1 4 30 X X X X X 5 * % Over Pace: 2% 12% 8%
29 4 2 29 X X X X X X 6
28 0 1 28 X 1 % In Pace: 80% 78% 79%
27 1 1 27 X X 2
26 0 1 26 X 1 % Under Pace: 18% 10% 13%
25 2 0 25 X X 2
24 1 0 24 X 1 Average Speed: 33 MPH 34 MPH 34 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40 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 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 0 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
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Juanita Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Bonnie Cove Avenue - Sunflower 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 1 43 X 1 From: 12:15
42 1 1 42 X X 2
41 1 0 41 X 1 Time
40 2 0 40 X X 2 To: 12:50
39 2 1 39 X X X 3
38 4 3 38 X X X X X X X 7 * Existing
37 0 1 37 X 1 * Speed Limit: 30 MPH
36 4 3 36 X X X X X X X 7 *
35 7 3 35 X X X X X X X X X X 10 P
34 4 7 34 X X X X X X X X X X X 11 A
33 6 4 33 X X X X X X X X X X 10 C
32 3 5 32 X X X X X X X X 8 E
31 4 3 31 X X X X X X X 7 * Eastbound Westbound Combined Statistics 30 5 8 30 X X X X X X X X X X X X X 13 * % Over Pace: 8% 14% 9% 29 1 3 29 X X X X 4 *
28 2 3 28 X X X X X 5 % In Pace: 78% 82% 78%
27 1 2 27 X X X 3
26 1 1 26 X X 2 % Under Pace: 14% 4% 13%
25 0 0 25 0
24 2 1 24 X X X 3 Average Speed: 33 MPH 33 MPH 33 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39 MPH 27 - 36 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 29 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 32 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 36 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Juanita Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Sunflower Avenue - Valley Center 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:50
42 0 1 42 X 1
41 0 1 41 X 1 Time
40 1 1 40 X X 2 To: 1:25
39 1 3 39 X X X X 4
38 1 2 38 X X X 3 Existing
37 1 2 37 X X X 3 * Speed Limit: 30 MPH
36 2 3 36 X X X X X 5 *
35 3 2 35 X X X X X 5 *
34 7 6 34 X X X X X X X X X X X X X 13 P
33 5 4 33 X X X X X X X X X 9 A
32 6 2 32 X X X X X X X X 8 C
31 5 5 31 X X X X X X X X X X 10 E Eastbound Westbound Combined Statistics 30 5 6 30 X X X X X X X X X X X 11 * % Over Pace: 6% 16% 11% 29 5 4 29 X X X X X X X X X 9 *
28 4 4 28 X X X X X X X X 8 * % In Pace: 86% 76% 81%
27 1 1 27 X X 2
26 2 1 26 X X X 3 % Under Pace: 8% 8% 8%
25 0 1 25 X 1
24 0 1 24 X 1 Average Speed: 32 MPH 33 MPH 32 MPH
23 0 0 23 0
22 1 0 22 X 1 Pace Speed: 28 - 37 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: 28 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 33 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 35 MPH 38 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Leadora Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Yucca Ridge Road - Barranca 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 0 48 0
47 0 0 47 0 Date:
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 0 41 0 Time
40 0 0 40 0 To: 10:30
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 30 MPH
36 0 0 36 0
35 1 0 35 X 1
34 0 0 34 0
33 2 2 33 X X X X 4
32 1 2 32 X X X 3
31 2 1 31 X X X 3 Eastbound Westbound Combined Statistics 30 2 3 30 X X X X X 5 * % Over Pace: 0% 15% 19%
29 0 1 29 X 1 *
28 5 1 28 X X X X X X 6 * % In Pace: 64% 74% 69%
27 0 2 27 X X 2 P
26 3 5 26 X X X X X X X X 8 A % Under Pace: 36% 12% 12% 25 0 4 25 X X X X 4 C
24 0 3 24 X X X 3 E Average Speed: 26 MPH 26 MPH 26 MPH 23 1 2 23 X X X 3 *
22 3 2 22 X X X X X 5 * Pace Speed: 26 - 35 MPH 21 - 30 MPH 21 - 30 MPH 21 2 2 21 X X X X 4 *
20 0 1 20 X 1
19 1 1 19 X X 2 15th Percentile / Critical Speed: 21 MPH 21 MPH 21 MPH 18 1 1 18 X X 2
17 1 0 17 X 1 50th Percentile / Critical Speed: 28 MPH 25 MPH 26 MPH 16 0 1 16 X 1
15 0 0 15 0 85th Percentile / Critical Speed: 32 MPH 30 MPH 31 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 25 34 GRAND TOTALS 59
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/6/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Leadora Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Barranca Avenue - Grand 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 1 1 43 X X 2 From: 3:05
42 3 0 42 X X X 3
41 0 4 41 X X X X 4 * Time
40 1 2 40 X X X 3 * To: 4:00
39 3 2 39 X X X X X 5 *
38 6 0 38 X X X X X X 6 P Existing
37 4 5 37 X X X X X X X X X 9 A Speed Limit: 30 MPH
36 2 2 36 X X X X 4 C
35 8 7 35 X X X X X X X X X X X X X X X 15 E
34 6 2 34 X X X X X X X X 8 *
33 3 8 33 X X X X X X X X X X X 11 *
32 3 4 32 X X X X X X X 7 *
31 3 1 31 X X X X 4 Eastbound Westbound Combined Statistics 30 1 2 30 X X X 3 % Over Pace: 8% 4% 6%
29 0 2 29 X X 2
28 0 2 28 X X 2 % In Pace: 78% 72% 72%
27 2 1 27 X X X 3
26 2 1 26 X X X 3 % Under Pace: 14% 24% 22%
25 0 2 25 X X 2
24 0 0 24 0 Average Speed: 35 MPH 34 MPH 34 MPH
23 2 1 23 X X X 3
22 0 0 22 0 Pace Speed: 31 - 40 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: 31 MPH 29 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 34 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 40 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/12/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Leadora Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Grand Avenue - Glendora 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 2 48 X X 2
47 0 1 47 X 1 Date:
46 0 0 46 0
45 0 2 45 X X 2
44 2 1 44 X X X 3 Time
43 2 0 43 X X 2 From: 2:40
42 4 2 42 X X X X X X 6 *
41 4 5 41 X X X X X X X X X 9 * Time
40 3 2 40 X X X X X 5 * To: 3:30
39 1 2 39 X X X 3 P
38 0 4 38 X X X X 4 A Existing
37 3 4 37 X X X X X X X 7 C Speed Limit: 30 MPH
36 1 4 36 X X X X X 5 E
35 8 5 35 X X X X X X X X X X X X X 13 *
34 4 1 34 X X X X X 5 *
33 7 3 33 X X X X X X X X X X 10 *
32 1 2 32 X X X 3
31 4 2 31 X X X X X X 6 Eastbound Westbound Combined Statistics 30 1 3 30 X X X X 4 % Over Pace: 8% 12% 10%
29 2 1 29 X X X 3
28 1 1 28 X X 2 % In Pace: 70% 64% 67%
27 1 1 27 X X 2
26 1 0 26 X 1 % Under Pace: 22% 24% 23%
25 0 2 25 X X 2
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: 33 - 42 MPH 33 - 42 MPH 33 - 42 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 30 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 36 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 42 MPH 42 MPH 42 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/19/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Leadora Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Glendora Avenue - Cullen 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:30
42 0 0 42 0
41 0 0 41 0 Time
40 1 1 40 X X 2 To: 2:40
39 1 0 39 X 1
38 1 0 38 X 1 Existing
37 2 4 37 X X X X X X 6 Speed Limit: 30 MPH
36 1 3 36 X X X X 4
35 3 1 35 X X X X 4 *
34 6 6 34 X X X X X X X X X X X X 12 *
33 1 5 33 X X X X X X 6 *
32 3 7 32 X X X X X X X X X X 10 P
31 5 5 31 X X X X X X X X X X 10 A Eastbound Westbound Combined Statistics 30 6 3 30 X X X X X X X X X 9 C % Over Pace: 12% 18% 14% 29 5 1 29 X X X X X X 6 E
28 1 3 28 X X X X 4 * % In Pace: 82% 78% 78%
27 3 2 27 X X X X X 5 *
26 8 4 26 X X X X X X X X X X X X 12 * % Under Pace: 6% 4% 8% 25 1 3 25 X X X X 4
24 0 0 24 0 Average Speed: 31 MPH 31 MPH 31 MPH
23 1 1 23 X X 2
22 1 1 22 X X 2 Pace Speed: 26 - 35 MPH 25 - 34 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 26 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 30 MPH 32 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 35 MPH 36 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/19/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Leadora Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Cullen Avenue - Live Oak 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:50
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 3:40
39 1 2 39 X X X 3
38 0 3 38 X X X 3 Existing
37 0 0 37 0 Speed Limit: 30 MPH
36 1 1 36 X X 2
35 3 2 35 X X X X X 5 *
34 6 2 34 X X X X X X X X 8 *
33 2 2 33 X X X X 4 *
32 3 1 32 X X X X 4 P
31 6 8 31 X X X X X X X X X X X X X X 14 A Eastbound Westbound Combined Statistics 30 5 2 30 X X X X X X X 7 C % Over Pace: 4% 20% 8%
29 6 2 29 X X X X X X X X 8 E
28 2 9 28 X X X X X X X X X X X 11 * % In Pace: 80% 76% 76% 27 4 3 27 X X X X X X X 7 *
26 3 5 26 X X X X X X X X 8 * % Under Pace: 16% 4% 16%
25 2 2 25 X X X X 4
24 3 4 24 X X X X X X X 7 Average Speed: 30 MPH 30 MPH 30 MPH 23 1 1 23 X X 2
22 2 1 22 X X X 3 Pace Speed: 26 - 35 MPH 24 - 33 MPH 26 - 35 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 25 MPH 25 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 30 MPH 28 MPH 29 MPH 16 0 0 16 0
15 0 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
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Leadora Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Live Oak Avenue - Loraine 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 0 48 0
47 0 0 47 0 Date:
46 0 1 46 X 1
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:45
42 1 0 42 X 1
41 0 2 41 X X 2 Time
40 1 2 40 X X X 3 To: 2:50
39 2 2 39 X X X X 4
38 2 5 38 X X X X X X X 7 * Existing
37 0 4 37 X X X X 4 * Speed Limit: 30 MPH
36 1 3 36 X X X X 4 *
35 3 4 35 X X X X X X X 7 P
34 8 6 34 X X X X X X X X X X X X X X 14 A
33 5 5 33 X X X X X X X X X X 10 C
32 3 2 32 X X X X X 5 E
31 3 2 31 X X X X X 5 * Eastbound Westbound Combined Statistics 30 2 1 30 X X X 3 * % Over Pace: 14% 2% 11%
29 8 2 29 X X X X X X X X X X 10 *
28 3 2 28 X X X X X 5 % In Pace: 76% 70% 69%
27 1 2 27 X X X 3
26 2 0 26 X X 2 % Under Pace: 10% 28% 20%
25 3 2 25 X X X X X 5
24 1 2 24 X X X 3 Average Speed: 32 MPH 34 MPH 33 MPH
23 0 0 23 0
22 0 1 22 X 1 Pace Speed: 26 - 35 MPH 32 - 41 MPH 29 - 38 MPH 21 1 0 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 28 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 34 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 35 MPH 38 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Live Oak Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Foothill Boulevard - Bennett 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:50
42 0 0 42 0
41 0 0 41 0 Time
40 0 1 40 X 1 To: 3:20
39 0 0 39 0
38 0 1 38 X 1 Existing
37 0 4 37 X X X X 4 Speed Limit: 25 MPH
36 2 2 36 X X X X 4
35 2 0 35 X X 2
34 2 1 34 X X X 3
33 2 3 33 X X X X X 5 *
32 6 3 32 X X X X X X X X X 9 *
31 3 4 31 X X X X X X X 7 * Northbound Southbound Combined Statistics 30 3 6 30 X X X X X X X X X 9 P % Over Pace: 8% 4% 15%
29 6 10 29 X X X X X X X X X X X X X X X X 16 A
28 6 7 28 X X X X X X X X X X X X X 13 C % In Pace: 82% 80% 81% 27 4 2 27 X X X X X X 6 E
26 5 1 26 X X X X X X 6 * % Under Pace: 10% 16% 4%
25 4 2 25 X X X X X X 6 *
24 2 2 24 X X X X 4 * Average Speed: 29 MPH 30 MPH 30 MPH 23 0 0 23 0
22 3 0 22 X X X 3 Pace Speed: 25 - 34 MPH 28 - 37 MPH 24 - 33 MPH 21 0 1 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 25 MPH 27 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 29 MPH 29 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 33 MPH 36 MPH 33 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Live Oak Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Bennett Avenue - Leadora 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 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: 11:25
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 3 36 X X X 3
35 1 2 35 X X X 3
34 3 4 34 X X X X X X X 7 *
33 2 4 33 X X X X X X 6 *
32 2 4 32 X X X X X X 6 *
31 5 4 31 X X X X X X X X X 9 P Northbound Southbound Combined Statistics 30 5 4 30 X X X X X X X X X 9 A % Over Pace: 2% 0% 6%
29 10 3 29 X X X X X X X X X X X X X 13 C
28 2 7 28 X X X X X X X X X 9 E % In Pace: 88% 80% 84%
27 10 5 27 X X X X X X X X X X X X X X X 15 *
26 2 1 26 X X X 3 * % Under Pace: 10% 20% 10%
25 3 4 25 X X X X X X X 7 *
24 2 3 24 X X X X X 5 Average Speed: 29 MPH 30 MPH 29 MPH 23 2 1 23 X X X 3
22 0 1 22 X 1 Pace Speed: 25 - 34 MPH 27 - 36 MPH 25 - 34 MPH 21 1 0 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 25 MPH 25 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 29 MPH 29 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 32 MPH 34 MPH 33 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/19/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Live Oak Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Leadora Avenue - Sierra Madre 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:50
42 0 0 42 0
41 0 1 41 X 1 Time
40 0 1 40 X 1 To: 10:35
39 0 0 39 0
38 1 1 38 X X 2 Existing
37 0 2 37 X X 2 Speed Limit: 25 MPH
36 2 1 36 X X X 3 *
35 3 5 35 X X X X X X X X 8 *
34 3 2 34 X X X X X 5 *
33 4 1 33 X X X X X 5 P
32 6 5 32 X X X X X X X X X X X 11 A
31 4 7 31 X X X X X X X X X X X 11 C Northbound Southbound Combined Statistics 30 5 8 30 X X X X X X X X X X X X X 13 E % Over Pace: 2% 10% 6% 29 8 8 29 X X X X X X X X X X X X X X X X 16 *
28 6 3 28 X X X X X X X X X 9 * % In Pace: 90% 86% 88%
27 4 3 27 X X X X X X X 7 *
26 2 0 26 X X 2 % Under Pace: 8% 4% 6%
25 1 2 25 X X X 3
24 1 0 24 X 1 Average Speed: 30 MPH 31 MPH 31 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 27 - 36 MPH 27 - 36 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 30 MPH 31 MPH 30 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 34 MPH 35 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/19/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Live Oak Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Sierra Madre Avenue - Palm Drive
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:
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 0 1 40 X 1 To: 9:50
39 1 1 39 X X 2
38 3 4 38 X X X X X X X 7 * Existing
37 2 2 37 X X X X 4 * Speed Limit: 25 MPH
36 3 0 36 X X X 3 *
35 5 5 35 X X X X X X X X X X 10 P
34 4 1 34 X X X X X 5 A
33 4 5 33 X X X X X X X X X 9 C
32 8 13 32 X X X X X X X X X X X X X X X X X X X X X 21 E 31 3 3 31 X X X X X X 6 * Northbound Southbound Combined Statistics 30 3 2 30 X X X X X 5 * % Over Pace: 2% 6% 4%
29 3 3 29 X X X X X X 6 *
28 3 1 28 X X X X 4 % In Pace: 76% 76% 76%
27 2 1 27 X X X 3
26 3 2 26 X X X X X 5 % Under Pace: 22% 18% 20%
25 2 2 25 X X X X 4
24 0 2 24 X X 2 Average Speed: 32 MPH 32 MPH 32 MPH
23 1 1 23 X X 2
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: 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
15 0 0 15 0 85th Percentile / Critical Speed: 36 MPH 37 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/19/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Lone Hill Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Gladstone Street - Auto Centre Drive 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:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:25
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:50
39 0 0 39 0
38 3 0 38 X X X 3 Existing
37 1 2 37 X X X 3 Speed Limit: 40 MPH
36 1 1 36 X X 2
35 2 1 35 X X X 3
34 1 1 34 X X 2 *
33 3 5 33 X X X X X X X X 8 *
32 5 3 32 X X X X X X X X 8 *
31 9 3 31 X X X X X X X X X X X X 12 P Northbound Southbound Combined Statistics 30 3 8 30 X X X X X X X X X X X 11 A % Over Pace: 10% 8% 11% 29 6 11 29 X X X X X X X X X X X X X X X X X 17 C
28 5 3 28 X X X X X X X X 8 E % In Pace: 88% 90% 88%
27 7 8 27 X X X X X X X X X X X X X X X 15 *
26 3 0 26 X X X 3 * % Under Pace: 2% 2% 1%
25 1 3 25 X X X X 4 *
24 0 1 24 X 1 Average Speed: 31 MPH 30 MPH 30 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 26 - 35 MPH 25 - 34 MPH 25 - 34 MPH 21 0 0 21 0
20 0 0 20 0
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: 30 MPH 29 MPH 30 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 34 MPH 33 MPH 33 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Lone Hill Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Auto Centre Drive - Interstate 210 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:
46 0 0 46 0
45 1 0 45 X 1
44 0 0 44 0 Time
43 3 0 43 X X X 3 From: 1:50
42 0 4 42 X X X X 4
41 2 1 41 X X X 3 Time
40 3 4 40 X X X X X X X 7 * To: 2:10
39 6 4 39 X X X X X X X X X X 10 *
38 3 5 38 X X X X X X X X 8 * Existing
37 8 6 37 X X X X X X X X X X X X X X 14 P Speed Limit: 40 MPH 36 7 5 36 X X X X X X X X X X X X 12 A
35 3 8 35 X X X X X X X X X X X 11 C
34 6 1 34 X X X X X X X 7 E
33 4 3 33 X X X X X X X 7 *
32 1 1 32 X X 2 *
31 2 4 31 X X X X X X 6 * Northbound Southbound Combined Statistics 30 1 1 30 X X 2 % Over Pace: 8% 0% 11%
29 0 2 29 X X 2
28 0 1 28 X 1 % In Pace: 86% 82% 84%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 6% 18% 5%
25 0 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: 32 - 41 MPH 33 - 42 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 33 MPH 31 MPH 33 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 37 MPH 36 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 40 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Lone Hill Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Petunia Street - Route 66
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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 2:10
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 2:30
49 0 0 49 0
48 1 0 48 X 1 Existing
47 2 1 47 X X X 3 Speed Limit: 40 MPH
46 2 1 46 X X X 3
45 3 3 45 X X X X X X 6 *
44 4 1 44 X X X X X 5 *
43 1 3 43 X X X X 4 *
42 4 2 42 X X X X X X 6 P
41 7 7 41 X X X X X X X X X X X X X X 14 A Northbound Southbound Combined Statistics 40 1 6 40 X X X X X X X 7 C % Over Pace: 10% 4% 7%
39 5 5 39 X X X X X X X X X X 10 E
38 7 7 38 X X X X X X X X X X X X X X 14 * % In Pace: 80% 90% 85% 37 4 4 37 X X X X X X X X 8 *
36 4 7 36 X X X X X X X X X X X 11 * % Under Pace: 10% 6% 8% 35 1 0 35 X 1
34 2 3 34 X X X X X 5 Average Speed: 40 MPH 40 MPH 40 MPH 33 1 0 33 X 1
32 0 0 32 0 Pace Speed: 36 - 45 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 / Critical Speed: 36 MPH 36 MPH 36 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
25 0 0 25 0 85th Percentile / Critical Speed: 45 MPH 43 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Lone Hill Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Route 66 - 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 2:30
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 2:50
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 1 0 46 X 1
45 2 1 45 X X X 3
44 2 0 44 X X 2
43 1 0 43 X 1
42 3 2 42 X X X X X 5 *
41 3 5 41 X X X X X X X X 8 * Northbound Southbound Combined Statistics 40 7 7 40 X X X X X X X X X X X X X X 14 * % Over Pace: 6% 2% 7% 39 6 9 39 X X X X X X X X X X X X X X X 15 P
38 8 6 38 X X X X X X X X X X X X X X 14 A % In Pace: 92% 96% 91% 37 9 6 37 X X X X X X X X X X X X X X X 15 C
36 2 6 36 X X X X X X X X 8 E % Under Pace: 2% 2% 2%
35 5 3 35 X X X X X X X X 8 *
34 0 1 34 X 1 * Average Speed: 39 MPH 38 MPH 38 MPH
33 0 3 33 X X X 3 *
32 1 0 32 X 1 Pace Speed: 35 - 44 MPH 33 - 42 MPH 33 - 42 MPH 31 0 0 31 0
30 0 1 30 X 1
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 35 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 38 MPH 38 MPH 38 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 42 MPH 41 MPH 41 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Loraine Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Route 66 - Steffen Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 1 49 X 1
48 0 0 48 0
47 2 2 47 X X X X 4 Date:
46 0 3 46 X X X 3
45 0 1 45 X 1
44 1 2 44 X X X 3 Time
43 1 2 43 X X X 3 * From: 9:00
42 2 2 42 X X X X 4 *
41 8 4 41 X X X X X X X X X X X X 12 * Time
40 3 3 40 X X X X X X 6 P To: 9:20
39 3 4 39 X X X X X X X 7 A
38 3 0 38 X X X 3 C Existing
37 2 6 37 X X X X X X X X 8 E Speed Limit: N/P MPH
36 7 5 36 X X X X X X X X X X X X 12 *
35 5 9 35 X X X X X X X X X X X X X X 14 *
34 2 4 34 X X X X X X 6 *
33 2 1 33 X X X 3
32 4 0 32 X X X X 4
31 3 1 31 X X X X 4 Northbound Southbound Combined Statistics 30 1 0 30 X 1 % Over Pace: 12% 18% 12%
29 0 0 29 0
28 0 0 28 0 % In Pace: 78% 78% 75%
27 1 0 27 X 1
26 0 0 26 0 % Under Pace: 10% 4% 13%
25 0 0 25 0
24 0 0 24 0 Average Speed: 37 MPH 39 MPH 38 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
19 0 0 19 0 15th Percentile / Critical Speed: 32 MPH 35 MPH 34 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 36 MPH 37 MPH 37 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 44 MPH 42 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Loraine Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Steffen 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:20
52 0 0 52 0
51 0 0 51 0 Time
50 0 1 50 X 1 To: 9:55
49 0 1 49 X 1
48 0 0 48 0 Existing
47 0 3 47 X X X 3 Speed Limit: 40 MPH
46 1 0 46 X 1
45 1 3 45 X X X X 4
44 1 1 44 X X 2
43 4 4 43 X X X X X X X X 8 *
42 8 5 42 X X X X X X X X X X X X X 13 *
41 5 5 41 X X X X X X X X X X 10 * Northbound Southbound Combined Statistics 40 4 3 40 X X X X X X X 7 P % Over Pace: 6% 18% 12%
39 7 1 39 X X X X X X X X 8 A
38 1 3 38 X X X X 4 C % In Pace: 80% 70% 75%
37 3 1 37 X X X X 4 E
36 4 2 36 X X X X X X 6 * % Under Pace: 14% 12% 13%
35 2 6 35 X X X X X X X X 8 *
34 2 5 34 X X X X X X X 7 * Average Speed: 39 MPH 39 MPH 39 MPH 33 1 3 33 X X X X 4
32 2 2 32 X X X X 4 Pace Speed: 34 - 43 MPH 34 - 43 MPH 34 - 43 MPH 31 1 0 31 X 1
30 1 1 30 X X 2
29 0 0 29 0 15th Percentile / Critical Speed: 34 MPH 34 MPH 34 MPH 28 2 0 28 X X 2
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: 42 MPH 45 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Loraine Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Foothill Boulevard - Bennett 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:55
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 10:25
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 0 0 46 0
45 1 0 45 X 1
44 1 2 44 X X X 3
43 3 2 43 X X X X X 5
42 4 2 42 X X X X X X 6
41 2 2 41 X X X X 4 Northbound Southbound Combined Statistics 40 4 2 40 X X X X X X 6 * % Over Pace: 4% 16% 19%
39 2 1 39 X X X 3 *
38 7 2 38 X X X X X X X X X 9 * % In Pace: 78% 76% 74%
37 6 2 37 X X X X X X X X 8 P
36 3 4 36 X X X X X X X 7 A % Under Pace: 18% 8% 7%
35 2 5 35 X X X X X X X 7 C
34 6 8 34 X X X X X X X X X X X X X X 14 E Average Speed: 37 MPH 35 MPH 36 MPH 33 3 2 33 X X X X X 5 *
32 1 3 32 X X X X 4 * Pace Speed: 34 - 43 MPH 31 - 40 MPH 31 - 40 MPH 31 2 9 31 X X X X X X X X X X X 11 *
30 1 2 30 X X X 3
29 0 0 29 0 15th Percentile / Critical Speed: 33 MPH 31 MPH 31 MPH 28 1 1 28 X X 2
27 1 0 27 X 1 50th Percentile / Critical Speed: 37 MPH 34 MPH 36 MPH 26 0 1 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed: 42 MPH 41 MPH 41 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Loraine Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Bennett Avenue - Leadora 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:25
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 11:00
49 0 0 49 0
48 3 0 48 X X X 3 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 1 0 46 X 1
45 1 0 45 X 1
44 1 1 44 X X 2
43 1 2 43 X X X 3
42 3 2 42 X X X X X 5
41 1 2 41 X X X 3 Northbound Southbound Combined Statistics 40 3 2 40 X X X X X 5 * % Over Pace: 22% 10% 18%
39 3 2 39 X X X X X 5 *
38 4 3 38 X X X X X X X 7 * % In Pace: 68% 72% 68%
37 7 4 37 X X X X X X X X X X X 11 P
36 1 3 36 X X X X 4 A % Under Pace: 10% 18% 14%
35 6 9 35 X X X X X X X X X X X X X X X 15 C
34 3 3 34 X X X X X X 6 E Average Speed: 37 MPH 35 MPH 36 MPH 33 1 5 33 X X X X X X 6 *
32 2 3 32 X X X X X 5 * Pace Speed: 31 - 40 MPH 32 - 41 MPH 31 - 40 MPH 31 4 0 31 X X X X 4 *
30 3 1 30 X X X X 4
29 1 3 29 X X X X 4 15th Percentile / Critical Speed: 31 MPH 29 MPH 31 MPH 28 0 3 28 X X X 3
27 1 1 27 X X 2 50th Percentile / Critical Speed: 37 MPH 35 MPH 35 MPH 26 0 1 26 X 1
25 0 0 25 0 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
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Loraine Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Leadora Avenue - Sierra Madre 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:00
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 11:50
49 1 0 49 X 1
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 1 0 46 X 1
45 2 0 45 X X 2
44 0 3 44 X X X 3
43 2 1 43 X X X 3
42 3 1 42 X X X X 4
41 3 3 41 X X X X X X 6 * Northbound Southbound Combined Statistics 40 1 0 40 X 1 * % Over Pace: 18% 10% 14%
39 0 5 39 X X X X X 5 *
38 1 2 38 X X X 3 P % In Pace: 72% 70% 71%
37 4 3 37 X X X X X X X 7 A
36 5 2 36 X X X X X X X 7 C % Under Pace: 10% 20% 15%
35 6 7 35 X X X X X X X X X X X X X 13 E
34 4 3 34 X X X X X X X 7 * Average Speed: 36 MPH 35 MPH 36 MPH 33 8 7 33 X X X X X X X X X X X X X X X 15 *
32 4 3 32 X X X X X X X 7 * Pace Speed: 32 - 41 MPH 32 - 41 MPH 32 - 41 MPH 31 2 3 31 X X X X X 5
30 1 0 30 X 1
29 1 2 29 X X X 3 15th Percentile / Critical Speed: 32 MPH 31 MPH 31 MPH 28 1 0 28 X 1
27 0 2 27 X X 2 50th Percentile / Critical Speed: 35 MPH 35 MPH 35 MPH 26 0 2 26 X X 2
25 0 0 25 0 85th Percentile / Critical Speed: 42 MPH 41 MPH 41 MPH 24 0 1 24 X 1
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Loraine Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Sierra Madre Avenue - Palm Drive
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:
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 0 2 43 X X 2 From: 11:50
42 2 2 42 X X X X 4
41 1 2 41 X X X 3 Time
40 0 1 40 X 1 To: 12:35
39 2 2 39 X X X X 4
38 1 3 38 X X X X 4 Existing
37 3 4 37 X X X X X X X 7 * Speed Limit: 40 MPH
36 1 4 36 X X X X X 5 *
35 3 1 35 X X X X 4 *
34 2 2 34 X X X X 4 P
33 4 3 33 X X X X X X X 7 A
32 5 6 32 X X X X X X X X X X X 11 C
31 8 1 31 X X X X X X X X X 9 E Northbound Southbound Combined Statistics 30 1 7 30 X X X X X X X X 8 * % Over Pace: 20% 16% 19%
29 3 2 29 X X X X X 5 *
28 5 2 28 X X X X X X X 7 * % In Pace: 72% 66% 67%
27 2 1 27 X X X 3
26 3 1 26 X X X X 4 % Under Pace: 8% 18% 14%
25 1 2 25 X X X 3
24 2 1 24 X X X 3 Average Speed: 32 MPH 34 MPH 33 MPH
23 0 0 23 0
22 1 0 22 X 1 Pace Speed: 26 - 35 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: 27 MPH 29 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 31 MPH 33 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 40 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Mauna Loa Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Barranca Avenue - Grand 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 10:30
42 0 0 42 0
41 0 0 41 0 Time
40 1 2 40 X X X 3 To: 11:10
39 1 2 39 X X X 3
38 1 3 38 X X X X 4 Existing
37 3 3 37 X X X X X X 6 Speed Limit: 25 MPH
36 3 4 36 X X X X X X X 7 *
35 3 5 35 X X X X X X X X 8 *
34 2 4 34 X X X X X X 6 *
33 5 4 33 X X X X X X X X X 9 P
32 3 4 32 X X X X X X X 7 A
31 5 3 31 X X X X X X X X 8 C Eastbound Westbound Combined Statistics 30 5 3 30 X X X X X X X X 8 E % Over Pace: 12% 8% 16%
29 3 3 29 X X X X X X 6 *
28 4 3 28 X X X X X X X 7 * % In Pace: 78% 72% 75%
27 6 3 27 X X X X X X X X X 9 *
26 1 1 26 X X 2 % Under Pace: 10% 20% 9%
25 2 0 25 X X 2
24 0 3 24 X X X 3 Average Speed: 31 MPH 33 MPH 32 MPH
23 0 0 23 0
22 2 0 22 X X 2 Pace Speed: 27 - 36 MPH 29 - 38 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 28 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 31 MPH 33 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 36 MPH 37 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/6/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Mauna Loa Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Grand Avenue - Glendora 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 1 43 X 1 From: 11:10
42 0 2 42 X X 2
41 3 0 41 X X X 3 Time
40 0 1 40 X 1 To: 11:50
39 5 0 39 X X X X X 5 *
38 0 6 38 X X X X X X 6 * Existing
37 9 5 37 X X X X X X X X X X X X X X 14 * Speed Limit: 30 MPH 36 1 5 36 X X X X X X 6 P
35 6 3 35 X X X X X X X X X 9 A
34 4 3 34 X X X X X X X 7 C
33 2 3 33 X X X X X 5 E
32 6 1 32 X X X X X X X 7 *
31 2 5 31 X X X X X X X 7 * Eastbound Westbound Combined Statistics 30 5 4 30 X X X X X X X X X 9 * % Over Pace: 6% 8% 7%
29 0 4 29 X X X X 4
28 2 1 28 X X X 3 % In Pace: 80% 78% 75%
27 1 3 27 X X X X 4
26 1 3 26 X X X X 4 % Under Pace: 14% 14% 18%
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: 30 - 39 MPH 29 - 38 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 29 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
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 38 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/6/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Palm Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Live Oak Avenue - Loraine 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 0 0 43 0 From: 12:35
42 0 1 42 X 1
41 1 0 41 X 1 Time
40 2 1 40 X X X 3 To: 1:45
39 2 2 39 X X X X 4
38 3 1 38 X X X X 4 Existing
37 3 3 37 X X X X X X 6 * Speed Limit: 35 MPH
36 2 4 36 X X X X X X 6 *
35 12 9 35 X X X X X X X X X X X X X X X X X X X X X 21 * 34 5 3 34 X X X X X X X X 8 P
33 3 3 33 X X X X X X 6 A
32 3 4 32 X X X X X X X 7 C
31 1 3 31 X X X X 4 E Eastbound Westbound Combined Statistics 30 4 2 30 X X X X X X 6 * % Over Pace: 6% 12% 14%
29 2 5 29 X X X X X X X 7 *
28 3 4 28 X X X X X X X 7 * % In Pace: 76% 80% 78%
27 1 2 27 X X X 3
26 1 1 26 X X 2 % Under Pace: 18% 8% 8%
25 0 1 25 X 1
24 2 0 24 X X 2 Average Speed: 34 MPH 33 MPH 33 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39 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: 29 MPH 28 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
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 37 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Pasadena Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Lemon Avenue - Ada 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 10:05
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 11:20
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 0 36 0
35 0 1 35 X 1
34 1 1 34 X X 2
33 1 0 33 X 1
32 2 3 32 X X X X X 5 *
31 3 5 31 X X X X X X X X 8 * Northbound Southbound Combined Statistics 30 3 7 30 X X X X X X X X X X 10 * % Over Pace: 8% 4% 4% 29 5 3 29 X X X X X X X X 8 P
28 4 6 28 X X X X X X X X X X 10 A % In Pace: 76% 88% 80% 27 3 2 27 X X X X X 5 C
26 1 4 26 X X X X X 5 E % Under Pace: 16% 8% 16%
25 8 4 25 X X X X X X X X X X X X 12 *
24 7 4 24 X X X X X X X X X X X 11 * Average Speed: 26 MPH 27 MPH 26 MPH 23 0 6 23 X X X X X X 6 *
22 4 0 22 X X X X 4 Pace Speed: 22 - 31 MPH 23 - 32 MPH 23 - 32 MPH 21 0 3 21 X X X 3
20 3 1 20 X X X X 4
19 2 0 19 X X 2 15th Percentile / Critical Speed: 20 MPH 23 MPH 22 MPH 18 2 0 18 X X 2
17 1 0 17 X 1 50th Percentile / Critical Speed: 25 MPH 28 MPH 26 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 30 MPH 31 MPH 31 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/19/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Pasadena Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Route 66 - Lemon 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 11:20
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 12:35
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N/P MPH
36 0 0 36 0
35 0 0 35 0
34 0 0 34 0
33 0 0 33 0
32 2 1 32 X X X 3
31 0 1 31 X 1 Northbound Southbound Combined Statistics 30 2 4 30 X X X X X X 6 * % Over Pace: 10% 4% 4%
29 1 3 29 X X X X 4 *
28 2 2 28 X X X X 4 * % In Pace: 76% 88% 80%
27 6 6 27 X X X X X X X X X X X X 12 P
26 4 4 26 X X X X X X X X 8 A % Under Pace: 14% 8% 16%
25 9 4 25 X X X X X X X X X X X X X 13 C
24 4 11 24 X X X X X X X X X X X X X X X 15 E Average Speed: 24 MPH 25 MPH 24 MPH 23 6 6 23 X X X X X X X X X X X X 12 *
22 1 2 22 X X X 3 * Pace Speed: 19 - 28 MPH 21 - 30 MPH 21 - 30 MPH 21 1 2 21 X X X 3 *
20 2 2 20 X X X X 4
19 3 1 19 X X X X 4 15th Percentile / Critical Speed: 19 MPH 22 MPH 20 MPH 18 0 1 18 X 1
17 3 0 17 X X X 3 50th Percentile / Critical Speed: 25 MPH 24 MPH 25 MPH 16 1 0 16 X 1
15 3 0 15 X X X 3 85th Percentile / Critical Speed: 27 MPH 29 MPH 28 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/19/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Route 66
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Barranca Avenue - Vecino Drive
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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:10
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 12:30
49 0 0 49 0
48 0 1 48 X 1 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 1 1 46 X X 2
45 1 2 45 X X X 3
44 1 4 44 X X X X X 5
43 2 6 43 X X X X X X X X 8 *
42 2 3 42 X X X X X 5 *
41 3 4 41 X X X X X X X 7 * Eastbound Westbound Combined Statistics 40 4 4 40 X X X X X X X X 8 P % Over Pace: 6% 8% 11%
39 3 2 39 X X X X X 5 A
38 2 1 38 X X X 3 C % In Pace: 64% 66% 62%
37 3 4 37 X X X X X X X 7 E
36 5 2 36 X X X X X X X 7 * % Under Pace: 30% 26% 27%
35 3 3 35 X X X X X X 6 *
34 5 1 34 X X X X X X 6 * Average Speed: 36 MPH 38 MPH 37 MPH 33 1 3 33 X X X X 4
32 3 3 32 X X X X X X 6 Pace Speed: 34 - 43 MPH 35 - 44 MPH 34 - 43 MPH 31 3 2 31 X X X X X 5
30 2 0 30 X X 2
29 0 2 29 X X 2 15th Percentile / Critical Speed: 30 MPH 32 MPH 31 MPH 28 3 0 28 X X X 3
27 0 2 27 X X 2 50th Percentile / Critical Speed: 36 MPH 39 MPH 37 MPH 26 2 0 26 X X 2
25 1 0 25 X 1 85th Percentile / Critical Speed: 41 MPH 44 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Route 66
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Vecino Drive - Grand 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:30
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 12:50
49 0 0 49 0
48 0 0 48 0 Existing
47 0 1 47 X 1 Speed Limit: 40 MPH
46 1 1 46 X X 2
45 1 1 45 X X 2
44 3 1 44 X X X X 4
43 1 3 43 X X X X 4
42 0 3 42 X X X 3
41 3 3 41 X X X X X X 6 * Eastbound Westbound Combined Statistics 40 2 1 40 X X X 3 * % Over Pace: 12% 14% 16%
39 1 2 39 X X X 3 *
38 6 2 38 X X X X X X X X 8 P % In Pace: 72% 66% 68%
37 5 5 37 X X X X X X X X X X 10 A
36 7 5 36 X X X X X X X X X X X X 12 C % Under Pace: 16% 20% 16% 35 4 4 35 X X X X X X X X 8 E
34 2 2 34 X X X X 4 * Average Speed: 36 MPH 36 MPH 36 MPH 33 4 6 33 X X X X X X X X X X 10 *
32 2 2 32 X X X X 4 * Pace Speed: 32 - 41 MPH 33 - 42 MPH 32 - 41 MPH 31 0 3 31 X X X 3
30 2 1 30 X X X 3
29 1 1 29 X X 2 15th Percentile / Critical Speed: 30 MPH 31 MPH 31 MPH 28 3 1 28 X X X X 4
27 1 1 27 X X 2 50th Percentile / Critical Speed: 36 MPH 36 MPH 36 MPH 26 1 0 26 X 1
25 0 1 25 X 1 85th Percentile / Critical Speed: 41 MPH 42 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Route 66
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Grand Avenue - Vermont 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:50
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 1:10
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0
43 0 0 43 0
42 2 0 42 X X 2
41 5 2 41 X X X X X X X 7 Eastbound Westbound Combined Statistics 40 3 3 40 X X X X X X 6 * % Over Pace: 0% 4% 9%
39 3 6 39 X X X X X X X X X 9 *
38 4 4 38 X X X X X X X X 8 * % In Pace: 82% 92% 86%
37 5 5 37 X X X X X X X X X X 10 P
36 5 5 36 X X X X X X X X X X 10 A % Under Pace: 18% 4% 5% 35 6 6 35 X X X X X X X X X X X X 12 C
34 5 7 34 X X X X X X X X X X X X 12 E Average Speed: 36 MPH 36 MPH 36 MPH 33 3 3 33 X X X X X X 6 *
32 1 1 32 X X 2 * Pace Speed: 33 - 42 MPH 31 - 40 MPH 31 - 40 MPH 31 5 6 31 X X X X X X X X X X X 11 *
30 0 0 30 0
29 1 1 29 X X 2 15th Percentile / Critical Speed: 31 MPH 31 MPH 31 MPH 28 1 1 28 X X 2
27 1 0 27 X 1 50th Percentile / Critical Speed: 36 MPH 35 MPH 36 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 40 MPH 39 MPH 40 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Route 66
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Vermont Avenue - Glendora 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 1:10
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 1:30
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 0 0 46 0
45 1 1 45 X X 2
44 0 1 44 X 1
43 0 0 43 0
42 2 0 42 X X 2
41 3 3 41 X X X X X X 6 * Eastbound Westbound Combined Statistics 40 2 4 40 X X X X X X 6 * % Over Pace: 6% 4% 5%
39 2 3 39 X X X X X 5 *
38 7 8 38 X X X X X X X X X X X X X X X 15 P % In Pace: 74% 80% 77% 37 3 3 37 X X X X X X 6 A
36 3 2 36 X X X X X 5 C % Under Pace: 20% 16% 18%
35 4 8 35 X X X X X X X X X X X X 12 E
34 4 4 34 X X X X X X X X 8 * Average Speed: 35 MPH 36 MPH 35 MPH 33 2 1 33 X X X 3 *
32 7 4 32 X X X X X X X X X X X 11 * Pace Speed: 32 - 41 MPH 32 - 41 MPH 32 - 41 MPH 31 1 1 31 X X 2
30 2 3 30 X X X X X 5
29 2 2 29 X X X X 4 15th Percentile / Critical Speed: 30 MPH 31 MPH 30 MPH 28 0 1 28 X 1
27 2 1 27 X X X 3 50th Percentile / Critical Speed: 35 MPH 35 MPH 35 MPH 26 0 0 26 0
25 3 0 25 X X X 3 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
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Route 66
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Glendora Avenue - Pasadena 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 1:30
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 1:50
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 0 1 46 X 1
45 1 1 45 X X 2
44 1 1 44 X X 2
43 0 0 43 0
42 0 1 42 X 1
41 2 4 41 X X X X X X 6 Eastbound Westbound Combined Statistics 40 2 4 40 X X X X X X 6 * % Over Pace: 12% 6% 12%
39 4 4 39 X X X X X X X X 8 *
38 4 4 38 X X X X X X X X 8 * % In Pace: 88% 82% 82%
37 4 5 37 X X X X X X X X X 9 P
36 6 6 36 X X X X X X X X X X X X 12 A % Under Pace: 0% 12% 6% 35 4 8 35 X X X X X X X X X X X X 12 C
34 4 3 34 X X X X X X X 7 E Average Speed: 35 MPH 37 MPH 36 MPH 33 3 2 33 X X X X X 5 *
32 5 1 32 X X X X X X 6 * Pace Speed: 30 - 39 MPH 33 - 42 MPH 31 - 40 MPH 31 6 3 31 X X X X X X X X X 9 *
30 4 0 30 X X X X 4
29 0 1 29 X 1 15th Percentile / Critical Speed: 31 MPH 33 MPH 31 MPH 28 0 0 28 0
27 0 1 27 X 1 50th Percentile / Critical Speed: 35 MPH 36 MPH 36 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 39 MPH 41 MPH 40 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Route 66
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Pasadena Avenue - Elwood 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 1:50
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 2:10
49 1 0 49 X 1
48 1 2 48 X X X 3 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 3 3 46 X X X X X X 6
45 2 2 45 X X X X 4 *
44 3 2 44 X X X X X 5 *
43 4 0 43 X X X X 4 *
42 2 3 42 X X X X X 5 P
41 8 7 41 X X X X X X X X X X X X X X X 15 A Eastbound Westbound Combined Statistics 40 4 5 40 X X X X X X X X X 9 C % Over Pace: 10% 18% 10% 39 5 4 39 X X X X X X X X X 9 E
38 2 7 38 X X X X X X X X X 9 * % In Pace: 76% 78% 74%
37 2 0 37 X X 2 *
36 6 6 36 X X X X X X X X X X X X 12 * % Under Pace: 14% 4% 16% 35 1 3 35 X X X X 4
34 1 1 34 X X 2 Average Speed: 40 MPH 39 MPH 40 MPH
33 2 3 33 X X X X X 5
32 2 1 32 X X X 3 Pace Speed: 36 - 45 MPH 33 - 42 MPH 36 - 45 MPH 31 1 0 31 X 1
30 0 1 30 X 1
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: 40 MPH 39 MPH 40 MPH 26 0 0 26 0
25 0 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
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Route 66
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Elwood Avenue - Loraine 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:50
52 0 0 52 0
51 0 0 51 0 Time
50 0 1 50 X 1 To: 12:15
49 0 2 49 X X 2
48 0 1 48 X 1 Existing
47 0 0 47 0 Speed Limit: 45 MPH
46 1 0 46 X 1
45 3 2 45 X X X X X 5 *
44 4 2 44 X X X X X X 6 *
43 3 2 43 X X X X X 5 *
42 2 4 42 X X X X X X 6 P
41 4 3 41 X X X X X X X 7 A Eastbound Westbound Combined Statistics 40 4 2 40 X X X X X X 6 C % Over Pace: 2% 8% 5%
39 5 5 39 X X X X X X X X X X 10 E
38 7 7 38 X X X X X X X X X X X X X X 14 * % In Pace: 86% 82% 84% 37 6 10 37 X X X X X X X X X X X X X X X X 16 *
36 5 4 36 X X X X X X X X X 9 * % Under Pace: 12% 10% 11% 35 2 2 35 X X X X 4
34 0 1 34 X 1 Average Speed: 39 MPH 40 MPH 39 MPH
33 1 1 33 X X 2
32 2 1 32 X X X 3 Pace Speed: 36 - 45 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 / Critical Speed: 36 MPH 36 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 38 MPH 38 MPH 26 0 0 26 0
25 0 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
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/6/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Route 66
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Loraine Avenue - Hunters 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 1 0 53 X 1 From: 2:10
52 0 0 52 0
51 0 0 51 0 Time
50 4 3 50 X X X X X X X 7 To: 2:35
49 2 0 49 X X 2
48 0 1 48 X 1 Existing
47 2 4 47 X X X X X X 6 * Speed Limit: 45 MPH
46 3 3 46 X X X X X X 6 *
45 5 2 45 X X X X X X X 7 *
44 6 9 44 X X X X X X X X X X X X X X X 15 P
43 10 5 43 X X X X X X X X X X X X X X X 15 A
42 5 2 42 X X X X X X X 7 C
41 4 2 41 X X X X X X 6 E Eastbound Westbound Combined Statistics 40 1 3 40 X X X X 4 * % Over Pace: 2% 8% 11%
39 4 7 39 X X X X X X X X X X X 11 *
38 1 3 38 X X X X 4 * % In Pace: 82% 80% 81%
37 0 4 37 X X X X 4
36 2 0 36 X X 2 % Under Pace: 16% 12% 8%
35 0 0 35 0
34 0 0 34 0 Average Speed: 44 MPH 42 MPH 43 MPH
33 0 2 33 X X 2
32 0 0 32 0 Pace Speed: 41 - 50 MPH 38 - 47 MPH 38 - 47 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 40 MPH 38 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 43 MPH 43 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 47 MPH 47 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Route 66
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Hunters Trail - Compromise Line Road 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 1 59 X 1
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 1 55 X 1
54 2 3 54 X X X X X 5 Time
53 2 1 53 X X X 3 From: 2:35
52 0 2 52 X X 2
51 1 2 51 X X X 3 Time
50 2 2 50 X X X X 4 To: 2:55
49 2 1 49 X X X 3
48 4 2 48 X X X X X X 6 * Existing
47 4 4 47 X X X X X X X X 8 * Speed Limit: 45 MPH
46 2 2 46 X X X X 4 *
45 2 2 45 X X X X 4 P
44 5 6 44 X X X X X X X X X X X 11 A
43 2 5 43 X X X X X X X 7 C
42 3 2 42 X X X X X 5 E
41 4 0 41 X X X X 4 * Eastbound Westbound Combined Statistics 40 2 5 40 X X X X X X X 7 * % Over Pace: 10% 26% 22%
39 2 2 39 X X X X 4 *
38 2 0 38 X X 2 % In Pace: 60% 60% 60%
37 3 3 37 X X X X X X 6
36 4 1 36 X X X X X 5 % Under Pace: 30% 14% 18%
35 1 2 35 X X X 3
34 0 1 34 X 1 Average Speed: 44 MPH 45 MPH 44 MPH
33 0 0 33 0
32 1 0 32 X 1 Pace Speed: 41 - 50 MPH 39 - 48 MPH 39 - 48 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 37 MPH 39 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 44 MPH 44 MPH 44 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 49 MPH 52 MPH 50 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Route 66
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Compromise Line Road - Lone Hill 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 2:55
52 0 0 52 0
51 0 0 51 0 Time
50 0 1 50 X 1 To: 3:15
49 2 0 49 X X 2
48 1 0 48 X 1 Existing
47 1 0 47 X 1 Speed Limit: 45 MPH
46 1 2 46 X X X 3
45 1 0 45 X 1
44 3 2 44 X X X X X 5
43 0 0 43 0
42 1 3 42 X X X X 4
41 2 6 41 X X X X X X X X 8 * Eastbound Westbound Combined Statistics 40 4 2 40 X X X X X X 6 * % Over Pace: 20% 10% 18%
39 4 4 39 X X X X X X X X 8 *
38 6 5 38 X X X X X X X X X X X 11 P % In Pace: 72% 76% 74% 37 4 10 37 X X X X X X X X X X X X X X 14 A
36 3 3 36 X X X X X X 6 C % Under Pace: 8% 14% 8%
35 3 1 35 X X X X 4 E
34 2 2 34 X X X X 4 * Average Speed: 38 MPH 38 MPH 38 MPH 33 5 2 33 X X X X X X X 7 *
32 3 3 32 X X X X X X 6 * Pace Speed: 32 - 41 MPH 33 - 42 MPH 32 - 41 MPH 31 2 1 31 X X X 3
30 0 2 30 X X 2
29 1 1 29 X X 2 15th Percentile / Critical Speed: 33 MPH 33 MPH 33 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed: 38 MPH 37 MPH 38 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 42 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Route 66
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Lone Hill Avenue - Amelia 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:
56 0 0 56 0
55 0 1 55 X 1
54 0 0 54 0 Time
53 0 1 53 X 1 From: 3:45
52 0 1 52 X 1
51 0 1 51 X 1 Time
50 0 2 50 X X 2 To: 3:35
49 2 3 49 X X X X X 5
48 2 2 48 X X X X 4 Existing
47 1 3 47 X X X X 4 Speed Limit: 45 MPH
46 4 5 46 X X X X X X X X X 9 *
45 5 1 45 X X X X X X 6 *
44 8 2 44 X X X X X X X X X X 10 *
43 3 2 43 X X X X X 5 P
42 4 3 42 X X X X X X X 7 A
41 3 7 41 X X X X X X X X X X 10 C Eastbound Westbound Combined Statistics 40 1 1 40 X X 2 E % Over Pace: 10% 18% 19%
39 0 7 39 X X X X X X X 7 *
38 2 2 38 X X X X 4 * % In Pace: 68% 66% 65%
37 4 1 37 X X X X X 5 *
36 1 3 36 X X X X 4 % Under Pace: 22% 16% 16%
35 2 2 35 X X X X 4
34 2 0 34 X X 2 Average Speed: 41 MPH 43 MPH 42 MPH
33 1 0 33 X 1
32 0 0 32 0 Pace Speed: 37 - 46 MPH 39 - 48 MPH 37 - 46 MPH 31 2 0 31 X X 2
30 1 0 30 X 1
29 2 0 29 X X 2 15th Percentile / Critical Speed: 34 MPH 38 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 42 MPH 42 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 46 MPH 49 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
1/7/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Sierra Madre Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Yucca Ridge Road - Barranca 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:00
52 2 2 52 X X X X 4
51 0 2 51 X X 2 Time
50 1 2 50 X X X 3 To: 11:20
49 0 1 49 X 1
48 0 4 48 X X X X 4 Existing
47 1 6 47 X X X X X X X 7 * Speed Limit: 45 MPH
46 2 0 46 X X 2 *
45 2 7 45 X X X X X X X X X 9 *
44 3 4 44 X X X X X X X 7 P
43 7 4 43 X X X X X X X X X X X 11 A
42 4 3 42 X X X X X X X 7 C
41 5 5 41 X X X X X X X X X X 10 E Eastbound Westbound Combined Statistics 40 4 6 40 X X X X X X X X X X 10 * % Over Pace: 22% 12% 14% 39 4 1 39 X X X X X 5 *
38 4 1 38 X X X X X 5 * % In Pace: 74% 80% 73%
37 1 2 37 X X X 3
36 1 0 36 X 1 % Under Pace: 4% 8% 13%
35 3 0 35 X X X 3
34 4 0 34 X X X X 4 Average Speed: 41 MPH 44 MPH 42 MPH 33 1 0 33 X 1
32 0 0 32 0 Pace Speed: 34 - 43 MPH 40 - 49 MPH 38 - 47 MPH 31 0 0 31 0
30 1 0 30 X 1
29 0 0 29 0 15th Percentile / Critical Speed: 35 MPH 40 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 41 MPH 44 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 45 MPH 48 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Sierra Madre Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Barranca Avenue - Grand 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 2 53 X X 2 From: 10:40
52 0 0 52 0
51 1 1 51 X X 2 Time
50 0 3 50 X X X 3 To: 11:00
49 1 0 49 X 1
48 0 1 48 X 1 Existing
47 3 2 47 X X X X X 5 Speed Limit: 45 MPH
46 1 3 46 X X X X 4
45 4 0 45 X X X X 4 *
44 2 5 44 X X X X X X X 7 *
43 7 4 43 X X X X X X X X X X X 11 *
42 4 2 42 X X X X X X 6 P
41 4 6 41 X X X X X X X X X X 10 A Eastbound Westbound Combined Statistics 40 7 4 40 X X X X X X X X X X X 11 C % Over Pace: 12% 14% 18% 39 1 6 39 X X X X X X X 7 E
38 1 6 38 X X X X X X X 7 * % In Pace: 84% 76% 78%
37 5 1 37 X X X X X X 6 *
36 7 2 36 X X X X X X X X X 9 * % Under Pace: 4% 10% 4% 35 0 1 35 X 1
34 1 0 34 X 1 Average Speed: 41 MPH 42 MPH 42 MPH
33 1 1 33 X X 2
32 0 0 32 0 Pace Speed: 36 - 45 MPH 38 - 47 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 38 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 45 MPH 47 MPH 46 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Sierra Madre Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Grand Avenue - Glendora 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:
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 0 0 51 0 Time
50 0 0 50 0 To: 10:40
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 45 MPH
46 0 1 46 X 1
45 1 1 45 X X 2
44 1 0 44 X 1
43 1 4 43 X X X X X 5
42 2 2 42 X X X X 4
41 4 3 41 X X X X X X X 7 * Eastbound Westbound Combined Statistics 40 2 4 40 X X X X X X 6 * % Over Pace: 10% 4% 13%
39 5 5 39 X X X X X X X X X X 10 *
38 5 5 38 X X X X X X X X X X 10 P % In Pace: 78% 78% 75% 37 4 5 37 X X X X X X X X X 9 A
36 3 2 36 X X X X X 5 C % Under Pace: 12% 18% 12%
35 1 2 35 X X X 3 E
34 7 7 34 X X X X X X X X X X X X X X 14 * Average Speed: 36 MPH 37 MPH 37 MPH 33 5 1 33 X X X X X X 6 *
32 3 2 32 X X X X X 5 * Pace Speed: 32 - 41 MPH 34 - 43 MPH 32 - 41 MPH 31 2 1 31 X X X 3
30 0 1 30 X 1
29 3 1 29 X X X X 4 15th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 28 0 2 28 X X 2
27 1 1 27 X X 2 50th Percentile / Critical Speed: 36 MPH 37 MPH 37 MPH 26 0 0 26 0
25 0 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
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Sierra Madre Avenue
60 0 0 60 0
59 0 0 59 0
58 0 0 58 0 Between: Glendora Avenue - Live Oak Avenue
57 0 0 57 0
56 0 0 56 0
55 0 0 55 0 Weather: Clear
54 0 0 54 0
53 0 0 53 0
52 0 0 52 0 Date:
51 0 0 51 0
50 0 0 50 0
49 1 0 49 X 1 Time
48 0 1 48 X 1 From: 10:00
47 0 0 47 0
46 0 1 46 X 1 Time
45 1 0 45 X 1 To: 10:20
44 3 2 44 X X X X X 5
43 3 1 43 X X X X 4 Existing
42 4 4 42 X X X X X X X X 8 * Speed Limit: 40 MPH
41 4 6 41 X X X X X X X X X X 10 *
40 7 4 40 X X X X X X X X X X X 11 *
39 4 1 39 X X X X X 5 P
38 3 4 38 X X X X X X X 7 A
37 4 5 37 X X X X X X X X X 9 C
36 5 3 36 X X X X X X X X 8 E Eastbound Westbound Combined Statistics 35 1 2 35 X X X 3 * % Over Pace: 16% 10% 13%
34 2 5 34 X X X X X X X 7 *
33 5 3 33 X X X X X X X X 8 * % In Pace: 78% 74% 76%
32 0 3 32 X X X 3
31 1 2 31 X X X 3 % Under Pace: 6% 16% 11%
30 1 1 30 X X 2
29 1 0 29 X 1 Average Speed: 38 MPH 37 MPH 38 MPH
28 0 1 28 X 1
27 0 1 27 X 1 Pace Speed: 33 - 42 MPH 33 - 42 MPH 33 - 42 MPH 26 0 0 26 0
25 0 0 25 0
24 0 0 24 0 15th Percentile / Critical Speed: 33 MPH 32 MPH 33 MPH 23 0 0 23 0
22 0 0 22 0 50th Percentile / Critical Speed: 39 MPH 37 MPH 38 MPH 21 0 0 21 0
20 0 0 20 0 85th Percentile / Critical Speed: 43 MPH 42 MPH 42 MPH 19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Sierra Madre Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Live Oak Avenue - Loraine 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:30
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 10:00
49 0 0 49 0
48 0 1 48 X 1 Existing
47 3 0 47 X X X 3 Speed Limit: 40 MPH
46 0 0 46 0
45 1 2 45 X X X 3
44 1 2 44 X X X 3
43 0 1 43 X 1
42 5 5 42 X X X X X X X X X X 10 *
41 5 2 41 X X X X X X X 7 * Eastbound Westbound Combined Statistics 40 3 3 40 X X X X X X 6 * % Over Pace: 10% 12% 11%
39 1 5 39 X X X X X X 6 P
38 3 5 38 X X X X X X X X 8 A % In Pace: 66% 72% 69%
37 4 3 37 X X X X X X X 7 C
36 5 4 36 X X X X X X X X X 9 E % Under Pace: 24% 16% 20% 35 2 1 35 X X X 3 *
34 3 4 34 X X X X X X X 7 * Average Speed: 37 MPH 37 MPH 37 MPH 33 2 4 33 X X X X X X 6 *
32 3 4 32 X X X X X X X 7 Pace Speed: 33 - 42 MPH 33 - 42 MPH 33 - 42 MPH 31 3 1 31 X X X X 4
30 1 1 30 X X 2
29 1 2 29 X X X 3 15th Percentile / Critical Speed: 31 MPH 32 MPH 32 MPH 28 1 0 28 X 1
27 1 0 27 X 1 50th Percentile / Critical Speed: 37 MPH 38 MPH 37 MPH 26 0 0 26 0
25 1 0 25 X 1 85th Percentile / Critical Speed: 42 MPH 42 MPH 42 MPH 24 1 0 24 X 1
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Sierra Madre Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Loraine Avenue - Valley Center 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:00
52 0 0 52 0
51 1 0 51 X 1 Time
50 1 0 50 X 1 To: 9:30
49 0 0 49 0
48 1 3 48 X X X X 4 Existing
47 1 0 47 X 1 Speed Limit: 40 MPH
46 2 1 46 X X X 3
45 4 1 45 X X X X X 5
44 0 3 44 X X X 3
43 2 1 43 X X X 3 *
42 2 3 42 X X X X X 5 *
41 3 3 41 X X X X X X 6 * Eastbound Westbound Combined Statistics 40 4 4 40 X X X X X X X X 8 P % Over Pace: 20% 16% 18%
39 9 7 39 X X X X X X X X X X X X X X X X 16 A
38 2 2 38 X X X X 4 C % In Pace: 68% 68% 68%
37 3 6 37 X X X X X X X X X 9 E
36 2 3 36 X X X X X 5 * % Under Pace: 12% 16% 14%
35 2 1 35 X X X 3 *
34 5 4 34 X X X X X X X X X 9 * Average Speed: 39 MPH 38 MPH 39 MPH 33 0 1 33 X 1
32 2 1 32 X X X 3 Pace Speed: 34 - 43 MPH 34 - 43 MPH 34 - 43 MPH 31 2 1 31 X X X 3
30 2 2 30 X X X X 4
29 0 3 29 X X X 3 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 39 MPH 39 MPH 26 0 0 26 0
25 0 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
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/11/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Sunflower Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Arrow Highway - Juanita 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:55
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 10:15
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 2 2 46 X X X X 4
45 1 2 45 X X X 3
44 3 0 44 X X X 3
43 2 2 43 X X X X 4 *
42 4 3 42 X X X X X X X 7 *
41 6 4 41 X X X X X X X X X X 10 * Northbound Southbound Combined Statistics 40 3 4 40 X X X X X X X 7 P % Over Pace: 12% 18% 10%
39 6 4 39 X X X X X X X X X X 10 A
38 2 4 38 X X X X X X 6 C % In Pace: 76% 74% 74%
37 4 3 37 X X X X X X X 7 E
36 3 6 36 X X X X X X X X X 9 * % Under Pace: 12% 8% 16% 35 3 4 35 X X X X X X X 7 *
34 5 2 34 X X X X X X X 7 * Average Speed: 38 MPH 37 MPH 38 MPH 33 2 2 33 X X X X 4
32 1 4 32 X X X X X 5 Pace Speed: 34 - 43 MPH 32 - 41 MPH 34 - 43 MPH 31 2 0 31 X X 2
30 0 1 30 X 1
29 0 2 29 X X 2 15th Percentile / Critical Speed: 34 MPH 32 MPH 33 MPH 28 0 1 28 X 1
27 1 0 27 X 1 50th Percentile / Critical Speed: 39 MPH 37 MPH 38 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 42 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Sunflower Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Juanita Avenue - Gladstone 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:15
52 0 0 52 0
51 0 0 51 0 Time
50 0 1 50 X 1 To: 10:35
49 0 1 49 X 1
48 0 1 48 X 1 Existing
47 1 2 47 X X X 3 Speed Limit: 40 MPH
46 1 1 46 X X 2
45 2 1 45 X X X 3
44 2 3 44 X X X X X 5
43 4 2 43 X X X X X X 6
42 5 1 42 X X X X X X 6 *
41 2 8 41 X X X X X X X X X X 10 * Northbound Southbound Combined Statistics 40 3 3 40 X X X X X X 6 * % Over Pace: 12% 26% 22%
39 3 2 39 X X X X X 5 P
38 3 4 38 X X X X X X X 7 A % In Pace: 72% 74% 70%
37 9 2 37 X X X X X X X X X X X 11 C
36 1 6 36 X X X X X X X 7 E % Under Pace: 16% 0% 8%
35 3 2 35 X X X X X 5 *
34 3 3 34 X X X X X X 6 * Average Speed: 38 MPH 39 MPH 39 MPH 33 2 5 33 X X X X X X X 7 *
32 3 2 32 X X X X X 5 Pace Speed: 34 - 43 MPH 32 - 41 MPH 33 - 42 MPH 31 1 0 31 X 1
30 1 0 30 X 1
29 1 0 29 X 1 15th Percentile / Critical Speed: 33 MPH 34 MPH 33 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 38 MPH 39 MPH 38 MPH 26 0 0 26 0
25 0 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
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Sunflower Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Gladstone Street - Interstate 210
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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:35
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 10:55
49 0 0 49 0
48 1 0 48 X 1 Existing
47 1 1 47 X X 2 Speed Limit: 40 MPH
46 1 3 46 X X X X 4
45 4 0 45 X X X X 4
44 1 0 44 X 1
43 0 0 43 0
42 2 3 42 X X X X X 5 *
41 8 7 41 X X X X X X X X X X X X X X X 15 * Northbound Southbound Combined Statistics 40 3 6 40 X X X X X X X X X 9 * % Over Pace: 16% 8% 12% 39 4 5 39 X X X X X X X X X 9 P
38 6 6 38 X X X X X X X X X X X X 12 A % In Pace: 82% 84% 83% 37 3 3 37 X X X X X X 6 C
36 8 1 36 X X X X X X X X X 9 E % Under Pace: 2% 8% 5%
35 2 8 35 X X X X X X X X X X 10 *
34 1 0 34 X 1 * Average Speed: 39 MPH 38 MPH 39 MPH
33 4 3 33 X X X X X X X 7 *
32 0 1 32 X 1 Pace Speed: 33 - 42 MPH 33 - 42 MPH 33 - 42 MPH 31 0 2 31 X X 2
30 0 0 30 0
29 1 0 29 X 1 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
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 41 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Valley Center Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Arrow Highway - Juanita 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:35
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 9:55
49 0 0 49 0
48 0 0 48 0 Existing
47 0 1 47 X 1 Speed Limit: 40 MPH
46 0 1 46 X 1
45 1 0 45 X 1
44 2 0 44 X X 2
43 1 2 43 X X X 3
42 3 1 42 X X X X 4
41 6 1 41 X X X X X X X 7 * Northbound Southbound Combined Statistics 40 3 2 40 X X X X X 5 * % Over Pace: 8% 10% 12%
39 0 2 39 X X 2 *
38 0 5 38 X X X X X 5 P % In Pace: 70% 80% 75%
37 5 6 37 X X X X X X X X X X X 11 A
36 6 5 36 X X X X X X X X X X X 11 C % Under Pace: 22% 10% 13% 35 4 3 35 X X X X X X X 7 E
34 2 8 34 X X X X X X X X X X 10 * Average Speed: 36 MPH 36 MPH 36 MPH 33 6 3 33 X X X X X X X X X 9 *
32 3 5 32 X X X X X X X X 8 * Pace Speed: 33 - 42 MPH 32 - 41 MPH 32 - 41 MPH 31 1 1 31 X X 2
30 3 1 30 X X X X 4
29 2 1 29 X X X 3 15th Percentile / Critical Speed: 31 MPH 32 MPH 32 MPH 28 0 1 28 X 1
27 1 1 27 X X 2 50th Percentile / Critical Speed: 36 MPH 36 MPH 36 MPH 26 1 0 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed: 41 MPH 40 MPH 41 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Valley Center Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Juanita Avenue - Gladstone 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:00
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 9:35
49 0 0 49 0
48 0 0 48 0 Existing
47 0 1 47 X 1 Speed Limit: 40 MPH
46 0 0 46 0
45 0 0 45 0
44 2 3 44 X X X X X 5
43 2 2 43 X X X X 4
42 3 2 42 X X X X X 5 *
41 2 4 41 X X X X X X 6 * Northbound Southbound Combined Statistics 40 1 5 40 X X X X X X 6 * % Over Pace: 18% 12% 10%
39 3 4 39 X X X X X X X 7 P
38 3 3 38 X X X X X X 6 A % In Pace: 72% 74% 70%
37 4 3 37 X X X X X X X 7 C
36 5 5 36 X X X X X X X X X X 10 E % Under Pace: 10% 14% 20% 35 3 4 35 X X X X X X X 7 *
34 5 1 34 X X X X X X 6 * Average Speed: 36 MPH 37 MPH 36 MPH 33 4 6 33 X X X X X X X X X X 10 *
32 2 0 32 X X 2 Pace Speed: 31 - 40 MPH 33 - 42 MPH 33 - 42 MPH 31 6 1 31 X X X X X X X 7
30 1 4 30 X X X X X 5
29 2 1 29 X X X 3 15th Percentile / Critical Speed: 31 MPH 33 MPH 31 MPH 28 1 1 28 X X 2
27 0 0 27 0 50th Percentile / Critical Speed: 35 MPH 37 MPH 36 MPH 26 1 0 26 X 1
25 0 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
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/18/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Valley Center Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Gladstone Strret - Allen 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:30
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 3;00
39 0 0 39 0
38 0 0 38 0 Existing
37 1 0 37 X 1 Speed Limit: 25 MPH
36 2 1 36 X X X 3
35 1 2 35 X X X 3
34 2 0 34 X X 2 *
33 1 1 33 X X 2 *
32 1 1 32 X X 2 *
31 1 2 31 X X X 3 P Northbound Southbound Combined Statistics 30 1 0 30 X 1 A % Over Pace: 16% 12% 14%
29 0 4 29 X X X X 4 C
28 5 1 28 X X X X X X 6 E % In Pace: 68% 72% 68%
27 0 3 27 X X X 3 *
26 4 3 26 X X X X X X X 7 * % Under Pace: 16% 16% 18%
25 2 2 25 X X X X 4 *
24 0 1 24 X 1 Average Speed: 29 MPH 28 MPH 28 MPH
23 2 1 23 X X X 3
22 2 0 22 X X 2 Pace Speed: 25 - 34 MPH 24 - 33 MPH 25 - 34 MPH 21 0 3 21 X X X 3
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 23 MPH 23 MPH 23 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 28 MPH 27 MPH 28 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 35 MPH 33 MPH 34 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 25 25 GRAND TOTALS 50
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/6/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Valley Center Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Compromise Line Road - Foothill Boulevard 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:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 11:40
42 0 0 42 0
41 0 0 41 0 Time
40 2 0 40 X X 2 To: 12:05
39 0 1 39 X 1
38 2 0 38 X X 2 Existing
37 0 5 37 X X X X X 5 Speed Limit: 35 MPH
36 3 1 36 X X X X 4
35 6 2 35 X X X X X X X X 8 *
34 4 3 34 X X X X X X X 7 *
33 5 8 33 X X X X X X X X X X X X X 13 *
32 6 5 32 X X X X X X X X X X X 11 P
31 1 1 31 X X 2 A Northbound Southbound Combined Statistics 30 3 5 30 X X X X X X X X 8 C % Over Pace: 8% 14% 14%
29 7 5 29 X X X X X X X X X X X X 12 E
28 3 5 28 X X X X X X X X 8 * % In Pace: 82% 82% 80%
27 3 3 27 X X X X X X 6 *
26 1 4 26 X X X X X 5 * % Under Pace: 10% 4% 6%
25 1 0 25 X 1
24 3 0 24 X X X 3 Average Speed: 32 MPH 31 MPH 31 MPH
23 0 1 23 X 1
22 0 1 22 X 1 Pace Speed: 27 - 36 MPH 26 - 35 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 27 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 31 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 35 MPH 35 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/12/25
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Valley Center Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Foothill Boulevard - Sierra Madre 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:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:05
52 0 0 52 0
51 1 0 51 X 1 Time
50 2 0 50 X X 2 To: 12:25
49 1 1 49 X X 2
48 0 1 48 X 1 Existing
47 5 4 47 X X X X X X X X X 9 * Speed Limit: 45 MPH
46 3 3 46 X X X X X X 6 *
45 3 1 45 X X X X 4 *
44 7 0 44 X X X X X X X 7 P
43 3 3 43 X X X X X X 6 A
42 5 5 42 X X X X X X X X X X 10 C
41 5 9 41 X X X X X X X X X X X X X X 14 E Eastbound Westbound Combined Statistics 40 4 5 40 X X X X X X X X X 9 * % Over Pace: 8% 4% 6%
39 2 8 39 X X X X X X X X X X 10 *
38 1 2 38 X X X 3 * % In Pace: 76% 80% 78%
37 3 2 37 X X X X X 5
36 1 0 36 X 1 % Under Pace: 16% 16% 16%
35 3 2 35 X X X X X 5
34 0 2 34 X X 2 Average Speed: 42 MPH 41 MPH 42 MPH
33 0 0 33 0
32 0 2 32 X X 2 Pace Speed: 38 - 47 MPH 38 - 47 MPH 38 - 47 MPH 31 1 0 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 37 MPH 37 MPH 37 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 0 0 25 0 85th Percentile / Critical Speed: 47 MPH 46 MPH 46 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/12/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Vermont Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Route 66 - Ada 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 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 1 0 43 X 1 From: 9:00
42 1 1 42 X X 2
41 1 1 41 X X 2 Time
40 0 0 40 0 To: 9:35
39 0 2 39 X X 2
38 1 0 38 X 1 Existing
37 4 2 37 X X X X X X 6 * Speed Limit: 30 MPH
36 5 4 36 X X X X X X X X X 9 *
35 1 3 35 X X X X 4 *
34 3 2 34 X X X X X 5 P
33 7 7 33 X X X X X X X X X X X X X X 14 A
32 7 7 32 X X X X X X X X X X X X X X 14 C
31 7 5 31 X X X X X X X X X X X X 12 E Northbound Southbound Combined Statistics 30 3 4 30 X X X X X X X 7 * % Over Pace: 8% 8% 8%
29 3 2 29 X X X X X 5 *
28 3 3 28 X X X X X X 6 * % In Pace: 86% 78% 82%
27 1 2 27 X X X 3
26 1 3 26 X X X X 4 % Under Pace: 6% 14% 10%
25 0 1 25 X 1
24 1 1 24 X X 2 Average Speed: 33 MPH 32 MPH 32 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 28 - 37 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: 29 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
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 36 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/19/25
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Vermont Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Ada Avenue - Foothill Boulevard
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:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:35
42 0 1 42 X 1
41 1 1 41 X X 2 Time
40 1 1 40 X X 2 To: 10:05
39 1 3 39 X X X X 4
38 1 2 38 X X X 3 Existing
37 3 1 37 X X X X 4 * Speed Limit: 30 MPH
36 1 0 36 X 1 *
35 4 2 35 X X X X X X 6 *
34 9 3 34 X X X X X X X X X X X X 12 P
33 9 3 33 X X X X X X X X X X X X 12 A
32 8 5 32 X X X X X X X X X X X X X 13 C
31 2 4 31 X X X X X X 6 E Northbound Southbound Combined Statistics 30 4 8 30 X X X X X X X X X X X X 12 * % Over Pace: 8% 18% 12% 29 2 5 29 X X X X X X X 7 *
28 3 4 28 X X X X X X X 7 * % In Pace: 90% 76% 80%
27 0 2 27 X X 2
26 0 2 26 X X 2 % Under Pace: 2% 6% 8%
25 0 1 25 X 1
24 1 1 24 X X 2 Average Speed: 33 MPH 32 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 1 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 31 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 36 MPH 38 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Glendora
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
2/19/25

September 2025

APPENDIX C – Collision Data and Rates

Location
Number Roadway Segment Roadway Classification Length (mi) ADT Total Accidents Accident Rate (per MVMT) Countywide Accident Rate (per MVMT) ADA AVE:
1 1) b/t Grand Ave & Vermont Ave Collector Street 0.32 2313 3 3.70 1.962 2) b/t Vermont Ave & Glenwood Ave Collector Street 0.73 604 3 6.21 1.96 AMELIA AVE:
3 1) b/t Auto Centre Dr & Duell St Minor Arterial 0.48 7284 2 0.52 0.844 2) b/t Duell St & Route 66 Minor Arterial 0.17 7145 0 0.00 0.845 3) b/t Route 66 & Country Club Dr Minor Arterial 0.37 5158 1 0.48 0.846 4) b/t Country Club Dr & Foothill Blvd Minor Arterial 0.26 4518 2 1.55 1.32 AUTO CENTRE DR:
7 1) b/t Lone Hill Ave & 57 Fwy Minor Arterial 0.32 19727 17 2.46 1.328 2) b/t 57 Fwy & Amelia Ave Minor Arterial 0.19 12080 1 0.40 1.32 BARRANCA AVE:
9 1) b/t Route 66 & Foothill Blvd Minor Arterial 0.50 14469 6 0.76 0.84 10 2) b/t Foothill Blvd & Leadora Ave Minor Arterial 0.50 7916 1 0.23 0.8411 3) b/t Leadora Ave & Sierra Madre Ave Minor Arterial 0.25 3548 0 0.00 1.32 BASE LINE RD:
12 1) b/t Barranca Ave & Grand Ave Minor Arterial 0.50 9722 14 2.63 0.8413 2) b/t Grand Ave & Dodsworth Ave Minor Arterial 0.18 15666 2 0.65 1.3214 3) b/t Dodsworth Ave & Glendora Ave Minor Arterial 0.36 9088 2 0.56 0.84 BENNETT AVE:
15 1) b/t Barranca Ave & Grand Ave Minor Arterial 0.49 3260 3 1.72 1.3216 2) b/t Grand Ave & Glendora Ave Collector Street 0.40 4116 0 0.00 1.9617 3) b/t Glendora Ave & Cullen Ave Collector Street 0.35 3625 0 0.00 1.9618 4) b/t Cullen Ave & Live Oak Ave Collector Street 0.25 2873 0 0.00 1.9619 5) b/t Live Oak Ave & Loraine Ave Collector Street 0.49 2884 1 0.65 1.9620 6) b/t Loraine Ave & Underhill Dr Collector Street 0.40 310 0 0.00 1.96 Collision Rates
Location
Number Roadway Segment Roadway Classification Length (mi) ADT Total Accidents Accident Rate (per MVMT) Countywide Accident Rate (per MVMT) Collision Rates
BONNIE COVE AVE:
21 1) b/t Arrow Hwy & Juanita Ave Minor Arterial 0.24 3948 0 0.00 1.3222 2) b/t Juanita Ave & Gladstone St Minor Arterial 0.25 2454 0 0.00 1.3223 3) b/t Gladstone St & 210 Fwy Minor Arterial 0.25 1789 0 0.00 1.32 COMPROMISE LINE RD:
24 1) b/t Valley Center Ave & Route 66 Minor Arterial 0.26 3184 0 0.00 1.32 CULLEN AVE:
25 1) b/t Ada Ave & Foothill Blvd Collector Street 0.25 3328 1 1.10 1.9626 2) b/t Foothill Blvd & Bennett Ave Collector Street 0.25 3541 1 1.03 1.9627 3) b/t Bennett Ave & Leadora Ave Collector Street 0.25 2814 0 0.00 1.9628 4) b/t Leadora Ave & Sierra Madre Ave Collector Street 0.25 1482 0 0.00 1.96 ELWOOD AVE:
29 1) b/t Route 66 & Foothill Blvd Local Street 0.50 1641 3 3.34 2.61 FOOTHILL BLVD:
30 1) b/t Citrus Ave & Barranca Ave Minor Arterial 0.50 9306 5 0.98 0.8431 2) b/t Barranca Ave & Grand Ave Minor Arterial 0.50 11061 5 0.83 0.8432 3) b/t Grand Ave & Glendora Ave Minor Arterial 0.40 14424 7 1.11 1.3233 4) b/t Glendora Ave & Cullen Ave Minor Arterial 0.35 11819 4 0.88 1.3234 5) b/t Cullen Ave & Loraine Ave Minor Arterial 0.74 11739 3 0.32 1.3235 6) b/t Loraine Ave & Valley Center Ave Minor Arterial 0.48 12898 3 0.44 0.8436 7) b/t Valley Center Ave & Lone Hill Ave Minor Arterial 0.52 15404 4 0.46 0.8437 8) b/t Lone Hill Ave & Amelia Ave Minor Arterial 0.46 4617 1 0.43 0.84 Location
Number Roadway Segment Roadway Classification Length (mi) ADT Total Accidents Accident Rate (per MVMT) Countywide Accident Rate (per MVMT) Collision Rates
GLADSTONE ST:
38 1) b/t Barranca Ave & Grand Ave Minor Arterial 0.50 13893 13 1.71 0.8439 2) b/t Grand Ave & Glendora Ave Minor Arterial 0.49 14874 10 1.25 0.8440 3) b/t Glendora Ave & Bonnie Cove Ave Minor Arterial 0.50 19219 5 0.48 0.8441 4) b/t Bonnie Cove Ave & Sunflower Ave Minor Arterial 0.50 19403 7 0.66 0.8442 5) b/t Sunflower Ave & Valley Center Ave Minor Arterial 0.50 19690 7 0.65 0.8443 6) b/t Valley Center Ave & Lone Hill Ave Minor Arterial 0.49 15726 4 0.47 0.84 GLENDORA AVE:
44 1) b/t Arrow Hwy & Juanita Ave Minor Arterial 0.24 13196 7 2.02 0.8445 2) b/t Juanita Ave & Gladstone St Minor Arterial 0.25 13573 5 1.35 0.8446 3) b/t Gladstone St & Base Line Rd Minor Arterial 0.69 16960 2 0.16 0.8447 4) b/t Base Line Rd & Route 66 Minor Arterial 0.34 21784 5 0.62 1.3248 5) b/t Route 66 & Ada Ave Minor Arterial 0.29 13534 1 0.23 1.3249 6) b/t Ada Ave & Foothill Blvd Minor Arterial 0.25 9119 2 0.80 1.3250 7) b/t Bennett Ave & Sierra Madre Ave Minor Arterial 0.50 2375 4 3.08 1.32 GLENDORA MOUNTAIN RD:
51 1) b/t Sierra Madre Ave & Boulder Springs
Dr
Collector Street 0.37 1469 2 3.36 0.84
52 2) b/t Boulder Springs Dr & Big Dalton
Canyon Rd Collector Street 0.25 793 0 0.00 0.84GLENWOOD AVE:
53 1) b/t Route 66 & Foothill Blvd Local Street 0.50 890 2 4.10 2.61 Location
Number Roadway Segment Roadway Classification Length (mi) ADT Total Accidents Accident Rate (per MVMT) Countywide Accident Rate (per MVMT) Collision Rates
GRAND AVE:
54 1) b/t Arrow Hwy & Gladstone St Major Arterial 0.54 22480 9 0.68 1.1555 2) b/t Gladstone St & 210 Fwy Major Arterial 0.43 23515 4 0.36 1.1556 3) b/t Base Line Rd & Mauna Loa Ave Major Arterial 0.25 32222 16 1.81 1.1557 4) b/t Mauna Loa Ave & Route 66 Major Arterial 0.25 31434 5 0.58 1.1558 5) b/t Route 66 & Ada Ave Minor Arterial 0.24 14326 3 0.80 0.8459 6) b/t Ada Ave & Foothill Blvd Minor Arterial 0.25 15252 2 0.48 0.8460 7) b/t Foothill Blvd & Bennett Ave Minor Arterial 0.25 8442 5 2.16 1.3261 8) b/t Bennett Ave & Leadora Ave Minor Arterial 0.25 6015 1 0.61 1.3262 9) b/t Leadora Ave & Sierra Madre Ave Minor Arterial 0.25 4766 1 0.77 0.84 JUANITA AVE:
63 1) b/t Grand Ave & Glendora Ave Collector Street 0.49 2770 4 2.69 1.9664 2) b/t Glendora Ave & Bonnie Cove Ave Collector Street 0.49 1678 0 0.00 1.9665 3) b/t Bonnie Cove Ave & Sunflower Ave Collector Street 0.49 2525 2 1.48 1.9666 4) b/t Sunflower Ave & Valley Center Ave Collector Street 0.49 1897 1 0.98 1.96 LEADORA AVE:
67 1) b/t Yucca Ridge Rd & Barranca Ave Collector Street 0.39 594 0 0.00 1.9668 2) b/t Barranca Ave & Grand Ave Collector Street 0.49 1864 0 0.00 1.9669 3) b/t Grand Ave & Glendora Ave Collector Street 0.40 2168 2 2.11 1.9670 4) b/t Glendora Ave & Cullen Ave Collector Street 0.34 1394 0 0.00 1.9671 5) b/t Cullen Ave & Live Oak Ave Collector Street 0.25 1346 0 0.00 1.9672 6) b/t Live Oak Ave & Loraine Ave Collector Street 0.50 1534 0 0.00 1.96 LIVE OAK AVE:
73 1) b/t Foothill Blvd & Bennett Ave Collector Street 0.26 1831 0 0.00 1.9674 2) b/t Bennett Ave & Leadora Ave Collector Street 0.25 2298 0 0.00 1.9675 3) b/t Leadora Ave & Sierra Madre Ave Collector Street 0.25 1420 0 0.00 1.9676 4) b/t Sierra Madre Ave & Palm Dr Collector Street 0.26 1799 0 0.00 1.96 Location
Number Roadway Segment Roadway Classification Length (mi) ADT Total Accidents Accident Rate (per MVMT) Countywide Accident Rate (per MVMT) Collision Rates
LONE HILL AVE:
77 1) b/t Gladstone St & Auto Centre Dr Minor Arterial 0.25 20202 8 1.45 1.3278 2) b/t Auto Centre Dr & 210 Fwy Minor Arterial 0.21 32070 17 2.31 1.3279 3) b/t Petunia St & Route 66 Minor Arterial 0.37 29370 18 1.51 0.8480 4) b/t Route 66 & Foothill Blvd Minor Arterial 0.53 16656 1 0.10 0.84 LORAINE AVE:
81 1) b/t Route 66 & Steffen St Minor Arterial 0.28 8498 0 0.00 1.3282 2) b/t Steffen St & Foothill Blvd Minor Arterial 0.22 7478 2 1.11 1.3283 3) b/t Foothill Blvd & Bennett Ave Minor Arterial 0.25 7521 1 0.49 0.8484 4) b/t Bennett Ave & Leadora Ave Minor Arterial 0.25 5369 0 0.00 1.3285 5) b/t Leadora Ave & Sierra Madre Ave Minor Arterial 0.25 3135 0 0.00 1.3286 6) b/t Sierra Madre Ave & Palm Dr Collector Street 0.26 2255 0 0.00 1.96 MAUNA LOA AVE:
87 1) b/t Barranca Ave & Grand Ave Collector Street 0.50 3869 2 0.94 1.9688 2) b/t Grand Ave & Glendora Ave Collector Street 0.49 3137 4 2.38 1.96 PALM DR:
89 1) b/t Live Oak Ave & Loraine Ave Collector Street 0.49 1387 0 0.00 1.96 PASADENA AVE:
90 1) b/t Route 66 & Lemon Ave Collector Street 0.12 3086 0 0.00 1.9691 2) b/t Lemon Ave & Ada Ave Collector Street 0.13 1896 1 3.71 1.96 ROUTE 66:
92 1) b/t Barranca Ave & Vecino Dr Major Arterial 0.25 18256 5 1.00 1.1593 2) b/t Vecino Dr & Grand Ave Major Arterial 0.26 18977 4 0.74 2.1594 3) b/t Grand Ave & Vermont Ave Major Arterial 0.28 20449 15 2.39 2.1595 4) b/t Vermont Ave & Glendora Ave Major Arterial 0.19 25575 4 0.75 2.1596 5) b/t Glendora Ave & Pasadena Ave Major Arterial 0.19 21088 10 2.28 2.1597 6) b/t Pasadena Ave & Elwood Ave Major Arterial 0.55 21687 10 0.77 1.1598 7) b/t Elwood Ave & Loraine Ave Major Arterial 0.25 21314 7 1.20 1.1599 8) b/t Loraine Ave & Hunters Trail Major Arterial 0.37 25602 7 0.67 1.15 100 9) b/t Hunters Trail & Compromise Line Rd Major Arterial 0.37 24132 7 0.72 1.15 Location
Number Roadway Segment Roadway Classification Length (mi) ADT Total Accidents Accident Rate (per MVMT) Countywide Accident Rate (per MVMT) Collision Rates
101 10) b/t Compromise Line Rd & Lone Hill Ave Major Arterial 0.23 26340 8 1.21 1.15102 11) b/t Lone Hill Ave & Amelia Ave Major Arterial 0.50 11734 4 0.62 1.15103 12) b/t Amelia Ave & Cataract Ave Major Arterial 0.49 17008 1 0.11 1.15 SIERRA MADRE AVE:
104 1) b/t 660' W/o Yucca Ridge Rd & Barranca
Ave
Minor Arterial 0.51 7916 3 0.68 0.84
105 2) b/t Barranca Ave & Grand Ave Minor Arterial 0.49 9246 0 0.00 0.84106 3) b/t Grand Ave & Glendora Ave Minor Arterial 0.40 11679 0 0.00 0.84107 4) b/t Glendora Ave & Live Oak Ave Minor Arterial 0.60 11502 1 0.13 1.32108 5) b/t Live Oak Ave & Loraine Ave Minor Arterial 0.50 6248 2 0.58 1.32109 6) b/t Loraine Ave & Valley Center Ave Minor Arterial 0.51 6162 0 0.00 0.84 SUNFLOWER AVE:
110 1) b/t Arrow Hwy & Juanita Ave Minor Arterial 0.23 13686 3 0.87 0.84111 2) b/t Juanita Ave & Gladstone St Minor Arterial 0.25 14018 9 2.35 0.84112 3) b/t Gladstone St & 210 Fwy Minor Arterial 0.24 20014 5 0.95 0.84 VALLEY CENTER AVE:
113 1) b/t Arrow Hwy & Juanita Ave Minor Arterial 0.24 6427 2 1.18 1.32114 2) b/t Juanita Ave & Gladstone St Minor Arterial 0.25 5078 1 0.72 0.84115 3) b/t Gladstone St & Allen Ave Minor Arterial 0.25 1053 1 3.47 1.32116 4) b/t Compromise Line Rd & Foothill Blvd Minor Arterial 0.41 2805 2 1.59 1.32117 5) b/t Foothill Blvd & Sierra Madre Ave Minor Arterial 0.77 6971 0 0.00 0.84

VERMONT AVE
118 1) b/t Route 66 & Ada Ave Local Street 0.25 5568 6 3.94 2.61119 2) b/t Ada Ave & Foothill Blvd Local Street 0.25 4351 2 1.68 2.61 Case ID Collision Date Collision Time Primary Road Secondary Road Distance Direction Collision Severity Number Killed Number Injured Primary Collision Factor (PCF) PCF Violation Category Type of Collision Motor Vehicle Involved With 9360911 11/8/2021 1745 ADA AVE GLENDORA AV 10 E Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9442695 4/25/2022 0755 ADA AVE GLENDWOOD AV 40 W Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Sideswipe Other Motor Vehicle 9477674 8/5/2022 1551 ADA AVE GRAND AVE 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9170467 10/6/2020 1350 ADA AVE GRAND AVE 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Improper Turning Rear End Other Motor Vehicle 9575771 4/16/2023 1449 ADA AVE PASADENA AVE 107 W Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Hit Object Other Motor Vehicle 9286852 7/8/2021 1120 ADA AVE GRAND AVE 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Other Hazardous Violation Broadside Other Motor Vehicle 9756987 12/2/2024 1926 AMELIA AVE AUTO CENTRE DR 15 N Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Lane Change Rear End Other Motor Vehicle 9364024 11/10/2021 1810 AMELIA AVE DUELL ST 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9285924 7/18/2021 2040 AMELIA AVE COUNTRY CLUB 378 N Injury (Other Visible) 0 1 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Head-On Other Motor Vehicle 9761860 11/29/2024 1718 AMELIA AVE FOOTHILL BL 250 S Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Wrong Side of Road Sideswipe Other Motor Vehicle 9338397 9/17/2021 1554 AMELIA AVE ROUTE 66 152 N Injury (Other Visible) 0 2 (Vehicle) Code Violation Unknown Overturned Fixed Object 9736496 9/3/2024 1346 AUTO CENTER DR S AMELIA AV 462 W Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9194039 12/2/2020 1402 AUTO CENTER DR LONE HILL 417 E Injury (Other Visible) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9728408 8/10/2024 808 AUTO CENTER DR LONE HILL AV 665 E Injury (Other Visible) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9389646 12/21/2021 1427 AUTO CENTER DR RT 57 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9093514 4/2/2020 1338 AUTO CENTRE DR LONE HILL AV 712 E Injury (Other Visible) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9530641 10/29/2022 1037 AUTO CENTRE DR LONE HILL AV 659 E Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9697009 4/20/2024 115 AUTO CENTRE DR LONE HILL AV 0 Injury (Other Visible) 0 1 Other Than Driver Other Than Driver (Or Pedestrian) Hit Object Fixed Object 9712313 9/4/2024 1510 AUTO CENTRE DR S LONEHILL AVE 638 E Injury (Other Visible) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9280167 5/31/2021 1056 AUTO CENTRE DR RT 57 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9704464 6/2/2024 130 AUTO CENTRE DR RT 57 0 Injury (Severe) 0 1 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Head-On Fixed Object 9161423 9/16/2020 1407 AUTO CENTRE DR LONE HILL AV 400 E Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9402564 1/19/2022 0954 AUTO CENTRE DR LONE HILL 764 E Injury (Severe) 0 2 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Broadside Other Motor Vehicle 9530395 11/6/2022 1205 AUTO CENTRE DR LONE HILL 672 E Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Automobile Right of Way Head-On Other Motor Vehicle 9512850 10/21/2022 1200 AUTO CENTRE DR RT 57 0 Injury (Other Visible) 0 2 Unknown Unknown Broadside Other Motor Vehicle 9477755 6/26/2022 1215 AUTO CENTRE DR 57 SOUTH 45 W Injury (Other Visible) 0 2 (Vehicle) Code Violation Unsafe Speed Broadside Parked Motor Vehicle 9501322 9/24/2022 1453 AUTO CENTRE DR S LONE HILL AV 0 Injury (Other Visible) 0 3 (Vehicle) Code Violation Following Too Closely Rear End Other Motor Vehicle 9570649 3/27/2023 1637 AUTO CENTRE DR S LONE HILL AV 650 E Injury (Other Visible) 0 3 Unknown Unknown Broadside Other Motor Vehicle 9582804 5/6/2023 1418 AUTO CENTRE DR RT 57 250 W Injury (Complaint of Pain) 0 3 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9046683 2/10/2020 1025 BARANCA AVE ROUTE 66 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9568061 4/4/2023 844 BARANCA AVE RT 66 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Other Hazardous Violation Broadside Other Motor Vehicle 9416548 2/24/2022 1039 BARANCA AVE RT 66 175 N Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9056635 3/2/2020 1304 BARANCA AVE FOOTHILL BL 20 S Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9323567 9/16/2021 0423 BARANCA AVE LEADORA AV 301 S Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Sideswipe Parked Motor Vehicle 9465686 12/9/2022 1126 BARANCA AVE FOOTHILL BL 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9364984 11/13/2021 1542 BARANCA AVE FOOTHILL RD 0 Injury (Complaint of Pain) 0 3 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9558572 2/16/2023 2117 BASELINE RD BARRANCA AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9552630 1/24/2023 1633 BASELINE RD BARRANCA AV 87 E Injury (Other Visible) 0 1 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Overturned Fixed Object 9527093 1/31/2023 1622 BASELINE RD BARRANCA AV 15 E Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Overturned Non-Collision 9642545 11/27/2023 1310 BASELINE RD S BARRANCA AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9659005 12/25/2023 639 BASELINE RD DODSWORTH AV 75 E Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Wrong Side of Road Head-On Fixed Object 9623180 10/18/2023 1238 BASELINE RD S GRAND AV 182 E Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9627904 9/25/2023 1734 BASELINE RD S GRAND AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9648640 11/28/2023 1755 BASELINE RD S GRAND AV 412 E Injury (Complaint of Pain) 0 1 Unknown Unknown Sideswipe Other Motor Vehicle 9422735 3/14/2022 1224 BASELINE RD BARRANCA AVE 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Improper Turning Broadside Other Motor Vehicle 9279264 5/27/2021 1536 BASELINE RD BARRANCA AVE 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Improper Turning Broadside Other Motor Vehicle 9739358 9/24/2024 2155 BASELINE RD BARRANCA AV 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Fixed Object 9407370 3/4/2022 0915 BASELINE RD S BARRANCA AV 0 Injury (Severe) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9459135 5/17/2022 1232 BASELINE RD S BARRANCA AV 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Automobile Right of Way Head-On Other Motor Vehicle 9299999 8/12/2021 1005 BASELINE RD S GRAND AV 87 W Injury (Complaint of Pain) 0 2 Other Than Driver Other Than Driver (Or Pedestrian) Rear End Other Motor Vehicle 9017395 2/12/2020 1926 BASELINE RD BARRANCA AVE 0 Injury (Severe) 0 2 (Vehicle) Code Violation Improper Turning Broadside Other Motor Vehicle 9427742 4/7/2022 1815 BASELINE RD GLENDORA AVE 303 W Injury (Other Visible) 0 2 (Vehicle) Code Violation Unsafe Speed Hit Object Fixed Object 9687154 6/25/2024 911 BASELINE RD S BARRANCA AV 0 Injury (Other Visible) 0 3 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9588219 6/11/2023 1846 BASELINE RD BARRANCA AVE 0 Injury (Other Visible) 0 5 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9451647 5/11/2022 0713 BENNETT AVE GRAND AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Pedestrian Violation Vehicle/Pedestrian Pedestrian 9574021 3/29/2023 541 BENNETT AVE N LORRAINE AV 629 W Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Hit Object Fixed Object 9739362 9/22/2024 1303 BENNETT AVE N GRAND AV 0 Injury (Complaint of Pain) 0 1 Unknown Unknown Broadside Other Motor Vehicle 9258196 4/17/2021 1858 BENNETT AVE N GRAND AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9515850 11/17/2022 1749 CULLEN AVE BENNETT AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Pedestrian Right of Way Sideswipe Pedestrian 9058958 2/14/2020 1217 CULLEN AVE FOOTHILL BL 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Improper Turning Broadside Bicycle 9627555 8/25/2023 2018 ELWOOD AVE RT 66 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Bicycle 9641708 11/7/2023 515 ELWOOD AVE E ROUTE 66 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Automobile Right of Way Head-On Other Motor Vehicle 9381485 1/16/2022 2236 ELWOOD AVE RT 66 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Hit Object Fixed Object 9247195 3/28/2021 2042 FOOTHILL BL CATARACT 287 W Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Rear End Parked Motor Vehicle 9498030 9/6/2022 1342 FOOTHILL BL CITRUS AV 56 E Injury (Other Visible) 0 1 (Vehicle) Code Violation Pedestrian Right of Way Vehicle/Pedestrian Pedestrian 9297959 7/21/2021 1107 FOOTHILL BL CULLEN AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Wrong Side of Road Broadside Bicycle 9586018 5/15/2023 1458 FOOTHILL BL S VALLEY CENTER AV 131 E Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9756982 11/20/2024 1614 FOOTHILL BL S VALLEY CENTER AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9533617 1/12/2023 2112 FOOTHILL BL CITRUS AV 80 E Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Broadside Other Motor Vehicle 9513954 10/18/2022 1257 FOOTHILL BL CITRUS AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Pedestrian Right of Way Vehicle/Pedestrian Pedestrian 9641707 11/14/2023 1954 FOOTHILL BL CULLEN AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Fixed Object 9426023 3/9/2022 1834 FOOTHILL BL GLENDORA 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Pedestrian Right of Way Vehicle/Pedestrian Pedestrian 9583015 4/28/2023 1510 FOOTHILL BL GRAND AV 528 W Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9609886 6/26/2023 1805 FOOTHILL BL GRAND AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9442719 4/1/2022 1107 FOOTHILL BL GRAND AV 115 E Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9017391 2/16/2020 1647 FOOTHILL BL GRAND AV 80 E Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9046748 2/5/2020 1301 FOOTHILL BL LONE HILL AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9513951 10/16/2022 1119 FOOTHILL BL LONE HILL AV 178 W Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Hit Object Fixed Object 9282063 6/14/2021 0801 FOOTHILL BL LORAINE AV 230 W Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Improper Turning Rear End Other Motor Vehicle 9716939 7/18/2024 1836 FOOTHILL BL BARRANCA AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9613841 8/24/2023 1459 FOOTHILL BL N GRAND AV 462 E Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9349759 10/7/2021 0042 FOOTHILL BL N CITRUS AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Unknown Vehicle/Pedestrian Pedestrian 9227051 2/26/2021 2125 FOOTHILL BL LONE HILL AV 40 E Injury (Other Visible) 0 2 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9326873 9/25/2021 1025 FOOTHILL BL N CULLEN AV 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Motor Vehicle on Other Roadway 9731562 8/15/2024 1818 FOOTHILL BL VALLEY CENTER AV 223 E Injury (Other Visible) 0 2 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9422966 2/21/2022 1725 FOOTHILL BL CULLEN AV 226 E Injury (Other Visible) 0 2 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9148488 9/2/2020 1932 FOOTHILL BL GLENDORA 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Automobile Right of Way Head-On Other Motor Vehicle 9291734 7/9/2021 2120 FOOTHILL BL GRAND AV 0 Injury (Other Visible) 0 2 Unknown Unknown Broadside Other Motor Vehicle 9303678 8/11/2021 2216 FOOTHILL BL GRAND AV 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Automobile Right of Way Head-On Other Motor Vehicle 9724355 7/8/2024 1333 FOOTHILL BL VALLEY CENTER AV 10 W Injury (Other Visible) 0 2 (Vehicle) Code Violation Improper Turning Sideswipe Other Motor Vehicle 9767458 12/3/2024 813 FOOTHILL BL S GRAND AV 575 W Injury (Other Visible) 0 3 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9355047 10/25/2021 1516 FOOTHILL BL N LORAINE AV 163 E Injury (Complaint of Pain) 0 4 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9575770 4/29/2023 2016 FOOTHILL BL FOOTHILL BL 5 N Injury (Severe) 0 5 (Vehicle) Code Violation Automobile Right of Way Head-On Motor Vehicle on Other Roadway 9598216 7/4/2023 2 FOOTHILL BL LIVE OAK AVE 102 W Injury (Severe) 0 1 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Rear End Pedestrian 9668851 2/29/2024 51 FOOTHILL BLVD GLENWOOD AVE 207 E Injury (Other Visible) 0 1 (Vehicle) Code Violation Unknown Vehicle/Pedestrian Other Motor Vehicle 9558599 3/1/2023 759 FOOTHILL BLVD VERMONT AVE 211 E Injury (Other Visible) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Parked Motor Vehicle 9339074 9/25/2021 1328 FOOTHILL BLVD VERMONT AVE 124 W Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Hit Object Bicycle 9676500 4/27/2024 1615 GLADSTONE ST GLENDORA AV 35 W Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Hit Object Other Motor Vehicle 9201046 12/22/2020 0920 GLADSTONE ST S BARRANCA AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Pedestrian 9627899 9/15/2023 1948 GLADSTONE ST S BONNIE COVE 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Pedestrian Right of Way Vehicle/Pedestrian Pedestrian 9642546 11/28/2023 742 GLADSTONE ST S BONNIE COVE AV 0 Injury (Complaint of Pain) 0 1 Unknown Pedestrian Right of Way Vehicle/Pedestrian Other Motor Vehicle 9351648 10/28/2021 0942 GLADSTONE ST S SUNFLOWER AV 0 Injury (Other Visible) 0 1 Unknown Unknown Broadside Pedestrian 9767720 12/10/2024 1246 GLADSTONE ST S VALLEY CENTER AV 5 E Injury (Other Visible) 0 1 Unknown Unknown Vehicle/Pedestrian Other Motor Vehicle 9381484 1/16/2022 1743 GLADSTONE ST S VALLEY CENTER AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unknown Broadside Other Motor Vehicle 9542910 12/17/2022 1259 GLADSTONE ST S VALLEYT CENTER AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Head-On Other Motor Vehicle 9739361 9/18/2024 1406 GLADSTONE ST SOUTH GLENDORA AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9507458 9/12/2022 1949 GLADSTONE ST SUNFLOWER AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Head-On Other Motor Vehicle 9148489 9/7/2020 1120 GLADSTONE ST SUNFLOWER AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle Case ID Collision Date Collision Time Primary Road Secondary Road Distance Direction Collision Severity Number Killed Number Injured Primary Collision Factor (PCF) PCF Violation Category Type of Collision Motor Vehicle Involved With 9523352 12/10/2022 1515 GLADSTONE ST VALLEY CENTER AV 0 Injury (Severe) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9056370 2/20/2020 1518 GLADSTONE ST VALLEY CENTER AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Broadside Other Motor Vehicle 9495479 9/13/2022 2300 GLADSTONE ST GRAND AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9575800 5/19/2023 1210 GLADSTONE ST BONNIE COVE AV 0 Injury (Severe) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Pedestrian 9515847 11/10/2022 0752 GLADSTONE ST BONNIE COVE AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Improper Passing Hit Object Other Motor Vehicle 9608827 7/24/2023 1556 GLADSTONE ST BONNIE COVE AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9594160 7/8/2023 807 GLADSTONE ST GLENDORA AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Bicycle 9193999 11/29/2020 1320 GLADSTONE ST LONEHILL AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Other Hazardous Violation Broadside Other Motor Vehicle 9748264 8/7/2024 1301 GLADSTONE ST SUNFLOWER AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9711368 7/16/2024 1752 GLADSTONE ST VALLEY CENTER AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Parked Motor Vehicle 9641280 11/6/2023 1714 GLADSTONE ST GRAND AV 330 E Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Rear End Other Motor Vehicle 9592098 7/11/2023 1219 GLADSTONE ST GRAND AV 90 E Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Fixed Object 9457603 6/7/2022 1800 GLADSTONE ST S GRAND AV 64 E Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Improper Turning Hit Object Pedestrian 9501321 9/23/2022 1833 GLADSTONE ST BARRANCA AVE 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Pedestrian Violation Vehicle/Pedestrian Other Motor Vehicle 9628970 9/5/2023 1119 GLADSTONE ST BARRANCA AVE 0 Injury (Severe) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9552629 1/31/2023 2006 GLADSTONE ST BARRANCA AVE 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9771944 12/15/2024 2027 GLADSTONE ST GLENDORA AV 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9255677 4/29/2021 1510 GLADSTONE ST GLENDORA AV 131 W Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9402565 1/27/2022 1536 GLADSTONE ST S VALLEY CENTER 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9654790 12/24/2023 1756 GLADSTONE ST BARRANCA AV 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9707275 5/13/2024 2106 GLADSTONE ST BARRANCA AVE 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9739229 9/17/2024 908 GLADSTONE ST GLENDORA AV 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9628974 9/16/2023 1735 GLADSTONE ST GLENDORA AV 50 W Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9117372 6/24/2020 1535 GLADSTONE ST LOE HILL AVE 148 W Injury (Severe) 0 2 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9138012 7/31/2020 0821 GLADSTONE ST SUNFLOWER AV 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9745442 10/1/2024 1338 GLADSTONE ST SUNFLOWER AV 0 Injury (Severe) 0 2 (Vehicle) Code Violation Improper Turning Broadside Other Motor Vehicle 9570650 3/15/2023 2013 GLADSTONE ST GRAND AV 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9439841 5/13/2022 1740 GLADSTONE ST S BARRANCA AV 0 Injury (Complaint of Pain) 0 2 Unknown Traffic Signals and Signs Broadside Other Motor Vehicle 9584450 5/1/2023 1323 GLADSTONE ST BARRANCA AVE 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Unknown Broadside Other Motor Vehicle 9466364 11/29/2022 2208 GLADSTONE ST BARRANCA AVE 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9558520 2/15/2023 1810 GLADSTONE ST BARRANCA AVE 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9467576 1/7/2023 2243 GLADSTONE ST S SUNFLOWER AV 0 Injury (Complaint of Pain) 0 3 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9746912 10/12/2024 1717 GLADSTONE ST LONE HILL AV 65 W Injury (Complaint of Pain) 0 3 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9659010 12/19/2023 1124 GLADSTONE ST S VALLEY CENTER AV 0 Injury (Other Visible) 0 4 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9740779 10/3/2024 1948 GLENDORA AVE ARROW HWY 60 N Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Rear End Other Motor Vehicle 9223844 1/29/2021 1708 GLENDORA AVE RT 66 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Broadside Other Motor Vehicle 9697011 4/17/2024 1327 GLENDORA AVE JUANITA AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Fixed Object 9674610 3/11/2024 1517 GLENDORA AVE RT 66 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Overturned Other Motor Vehicle 9502465 8/27/2022 1231 GLENDORA AVE GLADSTONE ST 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Pedestrian 9391795 12/29/2021 0755 GLENDORA AVE FOOTHILL BL 0 Injury (Other Visible) 0 1 Unknown Pedestrian Right of Way Vehicle/Pedestrian Non-Collision 9731561 8/16/2024 948 GLENDORA AVE SIERRA MADRE AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Unknown Other Other Motor Vehicle 9478181 7/5/2022 1757 GLENDORA AVE BENNETT AV 320 N Injury (Severe) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9542539 12/21/2022 0949 GLENDORA AVE BASELINE RD 376 S Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9740779 10/3/2024 1948 GLENDORA AVE ARROW HWY 60 N Injury (Other Visible) 0 1 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Rear End Other Motor Vehicle 9731563 8/25/2024 107 GLENDORA AVE BENNETT AV 126 S #REF! 0 1 #REF! Driving or Bicycling Under the Influence of Alcohol or Drug Head-On #REF! 9282854 6/20/2021 2100 GLENDORA AVE E BENNETT AV 0 Injury (Severe) 0 1 (Vehicle) Code Violation Unsafe Starting or Backing Vehicle/Pedestrian Other Motor Vehicle 9689551 4/9/2024 653 GLENDORA AVE EAST FOOTHILL BL 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Bicycle 9285120 6/11/2021 1540 GLENDORA AVE ROUTE 66 200 N Injury (Other Visible) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9641162 10/24/2023 944 GLENDORA AVE E GLADSTONE ST 0 Injury (Severe) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Fixed Object 9216062 1/20/2021 1342 GLENDORA AVE JUANITA AV 125 N Injury (Other Visible) 0 1 (Vehicle) Code Violation Other Hazardous Violation Head-On Other Motor Vehicle 9258197 4/17/2021 1416 GLENDORA AVE E GLADSTONE ST 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Non-Collision 9703054 6/6/2024 1650 GLENDORA AVE BASELINE RD 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Overturned Other Motor Vehicle 9603083 6/22/2023 1745 GLENDORA AVE MAUNA LOA AVE 11 S Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Improper Turning Sideswipe Other Motor Vehicle 9603084 6/20/2023 2051 GLENDORA AVE GLADSTONE ST 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9545964 2/1/2023 1704 GLENDORA AVE JUANITA AV 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9530394 11/2/2022 0723 GLENDORA AVE RT 66 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9182192 10/30/2020 1008 GLENDORA AVE JUANITA AV 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9090887 3/25/2020 0805 GLENDORA AVE JUANITA 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Overturned Other Motor Vehicle 9530396 11/10/2022 1800 GLENDORA AVE ARROW HWY 11 N Injury (Severe) 0 2 (Vehicle) Code Violation Unsafe Speed Broadside Other Motor Vehicle 9530397 11/9/2022 1506 GLENDORA AVE RT 66 0 Injury (Other Visible) 0 3 Other Than Driver Traffic Signals and Signs Broadside Non-Collision 9423124 3/1/2022 1607 GLENDORA MOUNTAIN RD BOULDER SPRINGS DR 500 N Injury (Severe) 0 1 (Vehicle) Code Violation Other Than Driver (Or Pedestrian) Other Non-Collision 9728407 8/4/2024 257 GLENDORA MOUNTAIN RD BOULDER SPRINGS DR 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Other Other Motor Vehicle 9741163 10/3/2024 1229 GLENDORA MOUNTAIN RD BOULDER SPRINGS 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Passing Sideswipe Other Motor Vehicle 9349760 10/9/2021 1656 GLENWOOD AVE RT 66 91 N Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9706658 6/29/2024 0 GLENWOOD AVE ROUTE 66 0 Injury (Severe) 0 1 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Rear End Other Motor Vehicle 9593348 6/21/2023 1147 GRAND AVE ADA AVE 294 N Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Bicycle 9073537 5/5/2020 1219 GRAND AVE MAUNA LOA 475 S Injury (Other Visible) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9585635 4/27/2023 911 GRAND AVE GLADSTONE ST 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9058950 2/28/2020 1719 GRAND AVE BASELINE RD 157 S Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9297960 7/30/2021 1530 GRAND AVE MAUNA LOA AV 24 S Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Starting or Backing Rear End Pedestrian 9367563 11/25/2021 0839 GRAND AVE BENNETT AV 17 S Injury (Other Visible) 0 1 (Vehicle) Code Violation Pedestrian Right of Way Vehicle/Pedestrian Non-Collision 9303677 8/5/2021 1151 GRAND AVE GLADSTONE ST 365 N Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9410569 1/31/2022 1306 GRAND AVE MAUNA LOA AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9442696 4/20/2022 1445 GRAND AVE RT 66 50 N Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9515877 10/15/2022 0930 GRAND AVE FOOTHILL BL 500 N Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Improper Turnign Broadside Other Motor Vehicle 9157694 9/29/2020 1610 GRAND AVE FOOTHILL BL 73 S Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Starting or Backing Rear End Pedestrian 9552588 2/6/2023 1046 GRAND AVE BENNETT 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Pedestrian Right of Way Head-On Other Motor Vehicle 9028498 1/8/2020 1140 GRAND AVE BENNETT AV 0 Injury (Other Visible) 0 1 Other Than Driver Traffic Signals and Signs Broadside Parked Motor Vehicle 9227052 2/24/2021 1306 GRAND AVE GLADSTONE ST 245 N Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Other Than Driver (Or Pedestrian) Rear End Other Motor Vehicle 9428337 4/4/2022 1013 GRAND AVE MAUNA LOA AV 300 S Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Broadside Other Motor Vehicle 9577968 4/13/2023 807 GRAND AVE BENNETT AV 45 S Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Fixed Object 9683994 3/24/2024 803 GRAND AVE RT 66 50 S Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Sideswipe Parked Motor Vehicle 9690776 4/29/2024 424 GRAND AVE GLADSTONE ST 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Lane Change Rear End Other Motor Vehicle 9690777 4/28/2024 1345 GRAND AVE RT 66 200 N Injury (Other Visible) 0 1 (Vehicle) Code Violation Not Stated Broadside Other Motor Vehicle 9641705 11/15/2023 1907 GRAND AVE W LEADORA AV 0 Injury (Other Visible) 0 1 Unknown Traffic Signals and Signs Broadside Other Motor Vehicle 9744847 10/1/2024 1557 GRAND AVE ARROW HWY 190 N Injury (Complaint of Pain) 0 1 Not Stated Unknown Broadside Other Motor Vehicle 9131617 7/25/2020 0920 GRAND AVE W ROUTE 66 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Not Stated Rear End Other Motor Vehicle 9483895 7/24/2022 1117 GRAND AVE ROUTE 66 128 S Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9513952 10/16/2022 2049 GRAND AVE W GLADSTONE ST 0 Injury (Complaint of Pain) 0 1 Unknown Driving or Bicycling Under the Influence of Alcohol or Drug Broadside Other Motor Vehicle 9636743 10/24/2023 1320 GRAND AVE W RT 66 400 S Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unknown Broadside Other Motor Vehicle 9642543 11/26/2023 1218 GRAND AVE W GLADSTONE ST 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9652541 1/25/2024 1529 GRAND AVE W BASELINE RD 340 N Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Parked Motor Vehicle 9643963 11/8/2023 1216 GRAND AVE W GLADSTONE ST 468 S Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Sideswipe Other Motor Vehicle 9216074 1/12/2021 1701 GRAND AVE W MAUNA LOA AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Pedestrian 9457493 6/20/2022 1852 GRAND AVE BASELINE RD 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Pedestrian Right of Way Vehicle/Pedestrian Other Motor Vehicle 9598215 7/29/2023 1021 GRAND AVE W GLADSTONE ST 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9632600 10/22/2023 1700 GRAND AVE GLADSTONE ST 400 N Injury (Severe) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Object 9739363 9/19/2024 1948 GRAND AVE GLADSTONE ST 13 N Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Broadside Other Motor Vehicle 9711371 7/30/2024 1804 GRAND AVE W BASELINE RD 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Following Too Closely Rear End Pedestrian 9756981 11/21/2024 801 GRAND AVE MAUNA LOA AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Pedestrian Right of Way Vehicle/Pedestrian Pedestrian 9194153 12/4/2020 1617 GRAND AVE SIERRA MADRE AV 0 Injury (Severe) 0 1 (Vehicle) Code Violation Pedestrian Right of Way Vehicle/Pedestrian Other Motor Vehicle 9117373 6/21/2020 1843 GRAND AVE JUANITA AVE 369 N Injury (Other Visible) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9451646 5/10/2022 1750 GRAND AVE MAUNA LOA AV 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9745443 10/10/2024 1326 GRAND AVE BASELINE RD 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9033789 1/24/2020 0217 GRAND AVE BASELINE RD 23 S Injury (Severe) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9295987 7/18/2021 0948 GRAND AVE RT 66 113 N Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9530398 11/6/2022 1959 GRAND AVE BASELINE RD 450 N Injury (Other Visible) 0 2 (Vehicle) Code Violation Improper Turning Sideswipe Other Motor Vehicle 9232932 1/16/2021 1515 GRAND AVE RT 66 0 Injury (Complaint of Pain) 0 3 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Broadside Other Motor Vehicle Case ID Collision Date Collision Time Primary Road Secondary Road Distance Direction Collision Severity Number Killed Number Injured Primary Collision Factor (PCF) PCF Violation Category Type of Collision Motor Vehicle Involved With 9534437 1/19/2023 1225 GRAND AVE MAUNA LOA AV 350 S Injury (Other Visible) 0 3 Other Than Driver Unsafe Speed Rear End Other Motor Vehicle 9750537 11/6/2024 1141 GRAND AVE BASELINE RD 440 N Injury (Severe) 0 3 Unknown Other Than Driver (Or Pedestrian) Rear End Other Motor Vehicle 9724358 7/7/2024 1837 GRAND AVE GLADSTONE ST 0 Injury (Other Visible) 0 3 (Vehicle) Code Violation Unknown Broadside Other Motor Vehicle 9351644 10/25/2021 1910 JUANITA AVE VALLEY CENTER AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Bicycle 9426026 3/16/2022 0840 JUANITA AVE BONNIE COVE AV 383 E Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Sideswipe Parked Motor Vehicle 9046679 2/8/2020 1842 JUANITA AVE SUNFLOWER AV 491 W Injury (Other Visible) 0 2 (Vehicle) Code Violation Improper Turning Sideswipe Other Motor Vehicle 9586019 5/12/2023 1136 JUANITA AVE GRAND AVE 0 Injury (Severe) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Non-Collision 9572071 4/6/2023 1331 JUANITA AVE GRAND AVE 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9465683 12/9/2022 2104 JUANITA AVE GRAND AVE 0 Injury (Severe) 0 2 (Vehicle) Code Violation Other Hazardous Violation Broadside Other Motor Vehicle 9703168 5/29/2024 1509 JUANITA AVE GRAND AVE 0 Injury (Other Visible) 0 3 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9428338 4/6/2022 1804 LEADORA AVE GRAND AV 1056 E Injury (Other Visible) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9482988 7/13/2022 1514 LEADORA AVE GRAND AV 128 E Injury (Other Visible) 0 2 (Vehicle) Code Violation Improper Turning Broadside Other Motor Vehicle 9577967 4/13/2023 1357 LONE HILL AVE AUTO CENTER DR 52 S Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9752873 10/26/2024 650 LONE HILL AVE PETUNIA ST 885 S Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Broadside Other Motor Vehicle 9534438 1/19/2023 1644 LONE HILL AVE PETUNIA AV 550 S Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Other Hazardous Violation Broadside Other Motor Vehicle 9586020 5/17/2023 809 LONE HILL AVE PETUNIA ST 42 S Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9771469 12/29/2024 1343 LONE HILL AVE RT 210 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9530393 11/1/2022 1523 LONE HILL AVE RT 66 137 N Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9627900 9/26/2023 2101 LONE HILL AVE GLADSTONE ST 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Bicycle 9703326 6/9/2024 622 LONE HILL AVE RT 66 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Sideswipe Other Motor Vehicle 9513861 10/20/2022 2003 LONE HILL AVE AUTO CENTRE 359 N Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Improper Turning Sideswipe Other Motor Vehicle 9042539 1/31/2020 1325 LONE HILL AVE AUTO CENTER DR 375 N Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Improper Turning Sideswipe Other Motor Vehicle 9099437 5/11/2020 0751 LONE HILL AVE PETUNIA AV 506 S Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9239384 3/25/2021 1743 LONE HILL AVE PETUNIA ST 40 N Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9375144 12/1/2021 0941 LONE HILL AVE AUTO CENTRE DR 50 S Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9582802 5/22/2023 1359 LONE HILL AVE RT 66 250 S Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9592199 5/31/2023 2254 LONE HILL AVE AUTO CENTRE DR 25 N Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9689369 3/25/2024 728 LONE HILL AVE AUTO CENTER DR 135 S Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unknown Not Stated Other Motor Vehicle 9490697 8/18/2022 1045 LONE HILL AVE AUTO CENTRE DR 450 N Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9339073 9/24/2021 0557 LONE HILL AVE AUTO CENTER DR 20 S Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9163848 9/19/2020 1148 LONE HILL AVE RT 210 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9743539 11/7/2024 818 LONE HILL AVE AUTO CENTRE DR 529 N Injury (Severe) 0 1 Other Than Driver Other Than Driver (Or Pedestrian) Hit Object Fixed Object 9438627 4/17/2022 1035 LONE HILL AVE RT 210 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9687153 6/26/2024 1051 LONE HILL AVE E PETUNIA ST 270 N Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9575798 5/27/2023 1806 LONE HILL AVE RT 210 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9592302 6/6/2023 1449 LONE HILL AVE PETUNIA ST 104 S Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Head-On Fixed Object 9351652 10/29/2021 1041 LONE HILL AVE E RT 66 41 S Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Other Fixed Object 9384308 12/14/2021 2205 LONE HILL AVE RT 66 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Head-On Other Motor Vehicle 9456835 6/10/2022 1853 LONE HILL AVE RT 210 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9465684 12/2/2022 1648 LONE HILL AVE PETUNIA ST 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9526871 2/16/2023 632 LONE HILL AVE RT 210 25 S Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9687389 3/9/2024 1343 LONE HILL AVE AUTO CENTRE DR 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Following Too Closely Rear End Other Motor Vehicle 9544331 12/14/2022 0948 LONE HILL AVE PETUNIA AV 530 S Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9613842 8/21/2023 2041 LONE HILL AVE RT 66 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Unsafe Speed Other Other Motor Vehicle 9676626 5/1/2024 2003 LONE HILL AVE RT 66 508 S Injury (Severe) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9258198 4/25/2021 1522 LONE HILL AVE RT 210 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Broadside Other Motor Vehicle 9364986 11/27/2021 1246 LONE HILL AVE RT 210 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9685969 5/21/2024 1947 LONE HILL AVE RT 210 0 Injury (Severe) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9542909 12/17/2022 1933 LONE HILL AVE E GLADSTONE ST 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9760657 11/27/2024 1041 LONE HILL AVE AUTO CENTER DR 430 N Injury (Other Visible) 0 3 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9381951 1/5/2022 1140 LONE HILL AVE E GLADSTONE ST 17 N Injury (Complaint of Pain) 0 3 Other Than Driver Other Than Driver (Or Pedestrian) Rear End Other Motor Vehicle 9280147 5/21/2021 2020 LONE HILL AVE RT 210 0 Injury (Complaint of Pain) 0 3 (Vehicle) Code Violation Automobile Right of Way Overturned Other Motor Vehicle 9364985 11/18/2021 1253 LONE HILL AVE RT 66 49 S Injury (Complaint of Pain) 0 3 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9465467 12/2/2022 0734 LONE HILL AVE RT 66 0 Injury (Complaint of Pain) 0 4 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9667888 2/13/2024 1924 LONE HILL AVE RT 66 0 Injury (Severe) 0 4 (Vehicle) Code Violation Automobile Right of Way Not Stated Other Motor Vehicle 9326872 9/25/2021 0938 LONE HILL AVE RT 210 0 Injury (Other Visible) 0 4 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9658987 1/15/2024 1527 LORAINE AVE FOOTHILL BL 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Pedestrian Right of Way Broadside Pedestrian 9649886 12/20/2023 823 LORAINE AVE BENNETT AV 5 S Injury (Other Visible) 0 1 (Vehicle) Code Violation Pedestrian Right of Way Vehicle/Pedestrian Pedestrian 9384102 12/15/2021 1245 LORAINE AVE FOOTHILL BL 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Improper Turning Broadside Other Motor Vehicle 9756981 11/21/2024 801 MAUNA LOA AVE GRAND AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Pedestrian Right of Way Vehicle/Pedestrian Pedestrian 9256135 3/20/2021 1733 MAUNA LOA AVE GLENDORA AVE 0 Fatal 1 1 Unknown Unknown Sideswipe Other Motor Vehicle 9436738 4/27/2022 1116 MAUNA LOA AVE GLENDORA AVE 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Hit Object Fixed Object 9227144 12/4/2020 1556 MAUNA LOA AVE GLENDORA AVE 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9410569 1/31/2022 1306 MAUNA LOA AVE GRAND AVE 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9637032 11/3/2023 1140 MAUNA LOA AVE GLENDORA AVE 0 Injury (Complaint of Pain) 0 2 Unknown Unknown Broadside Other Motor Vehicle 9093515 4/14/2020 1802 PASADENA AVE ADA AVE 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Automobile Right of Way Head-On Bicycle 9608000 8/30/2023 1725 ROUTE 66 BARANCA AVE 203 S Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Head-On Other Motor Vehicle 9201687 12/21/2020 0155 ROUTE 66 GLENWOOD AVE 139 E Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Rear End Motor Vehicle on Other Roadway 9614735 9/3/2023 1305 ROUTE 66 S AMELIA AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Wrong Side of Road Head-On Other Motor Vehicle 9649883 12/22/2023 1801 ROUTE 66 S LORAINE AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Rear End Other Motor Vehicle 9068812 4/21/2020 1647 ROUTE 66 LONE HILL 35 W Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Rear End Other Motor Vehicle 9226789 2/20/2021 2141 ROUTE 66 HUNTERS TRL 848 W Injury (Other Visible) 0 1 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Rear End Other Motor Vehicle 9422702 3/14/2022 0830 ROUTE 66 ELWOOD AV 250 E Injury (Severe) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9701359 5/28/2024 1740 ROUTE 66 BARRANCA AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9771869 12/13/2024 820 ROUTE 66 S PASADENA AV 359 W Injury (Other Visible) 0 1 (Vehicle) Code Violation Automobile Right of Way Vehicle/Pedestrian Pedestrian 9623123 10/12/2023 937 ROUTE 66 HUNTERS TRAIL AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Hit Object Fixed Object 9577965 4/8/2023 1333 ROUTE 66 HUNTERS TRL 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Other Non-Collision 9652542 1/27/2024 1718 ROUTE 66 E RTE 66 422 0 Injury (Severe) 0 1 (Vehicle) Code Violation Pedestrian Violation Head-On Pedestrian 9459136 5/17/2022 1715 ROUTE 66 GLENDORA AV 246 E Injury (Other Visible) 0 1 (Vehicle) Code Violation Pedestrian Violation Vehicle/Pedestrian Pedestrian 9323568 9/18/2021 0938 ROUTE 66 LONE HILL AV 233 E Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9690775 4/26/2024 2353 ROUTE 66 N LORAINE AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Rear End Other Motor Vehicle 9482983 7/20/2022 1007 ROUTE 66 GLENDORA AV 199 W Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9733249 8/26/2024 1010 ROUTE 66 VERMONT AV 125 E Injury (Other Visible) 0 1 Other Than Driver Other Than Driver (Or Pedestrian) Hit Object Fixed Object 9408767 2/1/2022 1047 ROUTE 66 ELWOOD AV 1056 W Injury (Other Visible) 0 1 (Vehicle) Code Violation Wrong Side of Road Broadside Bicycle 9272107 5/26/2021 0935 ROUTE 66 BARRANCA AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Improper Turning Broadside Other Motor Vehicle 9483898 7/24/2022 1347 ROUTE 66 VERMONT AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Improper Turning Sideswipe Other Motor Vehicle 9490269 8/7/2022 1205 ROUTE 66 VERMONT AV 650 W Injury (Other Visible) 0 1 (Vehicle) Code Violation Wrong Side of Road Broadside Bicycle 9558519 2/24/2023 1109 ROUTE 66 VERMONT AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9728409 8/7/2024 1408 ROUTE 66 GRAND AV 25 W Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Starting or Backing Rear End Other Motor Vehicle 9513865 10/11/2022 2127 ROUTE 66 ROUTE 66 AV 2025 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Overturned Non-Collision 9689192 4/10/2024 1728 ROUTE 66 GRAND AV 33 E Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Sideswipe Non-Collision 9614221 8/31/2023 1035 ROUTE 66 S LONE HILL AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Pedestrian Right of Way Vehicle/Pedestrian Pedestrian 9702123 5/15/2024 1341 ROUTE 66 LONE HILL AV 20 W Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Starting or Backing Rear End Other Motor Vehicle 9601607 8/12/2023 923 ROUTE 66 ELWOOD AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Head-On Other Motor Vehicle 9772086 12/15/2024 1206 ROUTE 66 ELWOOD AV 300 E Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Hit Object Fixed Object 9753301 11/9/2024 1920 ROUTE 66 COMPROMISE LINE RD 440 E Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Lane Change Rear End Other Motor Vehicle 9194000 11/28/2020 1020 ROUTE 66 VERMONT AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Pedestrian Right of Way Vehicle/Pedestrian Pedestrian 9150804 8/19/2020 1540 ROUTE 66 COMPROMISE LINE RD 600 W Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Lane Change Sideswipe Other Motor Vehicle 9041070 1/23/2020 1009 ROUTE 66 VERMONT AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Broadside Bicycle 9421924 4/14/2022 1310 ROUTE 66 PASADENA AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9625172 8/31/2023 1411 ROUTE 66 SOUTH GLENDORA AV 349 E Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Not Stated Broadside Other Object 9526869 2/21/2023 836 ROUTE 66 VERMONT AV 400 W Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9628180 9/22/2023 756 ROUTE 66 S VERMONT AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9627062 9/28/2023 1248 ROUTE 66 LONE HILL AV 100 W Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9177697 10/30/2020 1732 ROUTE 66 GRAND AV 13 E Injury (Other Visible) 0 1 Unknown Unknown Vehicle/Pedestrian Pedestrian 9241628 3/18/2021 1353 ROUTE 66 PASADENA 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Pedestrian Right of Way Vehicle/Pedestrian Pedestrian 9318154 8/24/2021 1458 ROUTE 66 LORAINE AV 903 E Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Hit Object Fixed Object Case ID Collision Date Collision Time Primary Road Secondary Road Distance Direction Collision Severity Number Killed Number Injured Primary Collision Factor (PCF) PCF Violation Category Type of Collision Motor Vehicle Involved With 9467577 1/8/2023 2000 ROUTE 66 LONE HILL 197 W Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Improper Turning Sideswipe Other Motor Vehicle 9474784 6/22/2022 1703 ROUTE 66 ELWOOD AV 65 E Injury (Other Visible) 0 1 Not Stated Not Stated Rear End Other Motor Vehicle 9492734 8/15/2022 1554 ROUTE 66 ELWOOD AV 0 Injury (Severe) 0 1 Unknown Unknown Overturned Non-Collision 9520096 11/14/2022 0637 ROUTE 66 HUNTERS TRL 1073 E Fatal 1 1 (Vehicle) Code Violation Improper Turning Hit Object Fixed Object 9530642 10/30/2022 0619 ROUTE 66 VERMONT AV 0 Injury (Other Visible) 0 1 Unknown Unknown Broadside Other Motor Vehicle 9627224 9/20/2023 929 ROUTE 66 S PASADENA AV 310 E Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unknown Other Other Object 9674828 3/7/2024 520 ROUTE 66 ELWOOD AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9760664 11/24/2024 2139 ROUTE 66 COMPROMISE LINE RD 288 E Injury (Other Visible) 0 1 (Vehicle) Code Violation Pedestrian Violation Vehicle/Pedestrian Pedestrian 9194152 12/2/2020 0905 ROUTE 66 GRAND AV 115 E Injury (Other Visible) 0 1 (Vehicle) Code Violation Pedestrian Right of Way Broadside Bicycle 9575890 6/2/2023 1421 ROUTE 66 S GRAND AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Pedestrian Right of Way Vehicle/Pedestrian Pedestrian 9614205 9/7/2023 1121 ROUTE 66 BARRANCA 20 E Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9291735 7/12/2021 0726 ROUTE 66 GRAND AV 57 E Injury (Severe) 0 1 Unknown Unknown Other Other Object 9739379 9/17/2024 1341 ROUTE 66 S VERMONT AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9465685 12/9/2022 1725 ROUTE 66 COMPROMISE LINE RD 0 Injury (Severe) 0 1 (Vehicle) Code Violation Pedestrian Right of Way Vehicle/Pedestrian Pedestrian 9764097 12/30/2024 1111 ROUTE 66 BARANCA AVE 350 S Injury (Other Visible) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9688861 3/29/2024 1640 ROUTE 66 BARANCA AVE 161 S Injury (Other Visible) 0 2 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9688861 3/29/2024 1640 ROUTE 66 BARANCA AVE 161 S Injury (Other Visible) 0 2 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9771249 12/30/2024 1743 ROUTE 66 ELWOOD AV 294 E Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Automobile Right of Way Rear End Other Motor Vehicle 9492733 8/23/2022 1134 ROUTE 66 PASADENA 96 W Injury (Other Visible) 0 2 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9424936 3/22/2022 2013 ROUTE 66 PASADENA AV 1441 E Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9093516 4/13/2020 0351 ROUTE 66 GLENDORA AV 289 W Injury (Other Visible) 0 2 (Vehicle) Code Violation Other Hazardous Violation Broadside Other Motor Vehicle 9746544 10/21/2024 1316 ROUTE 66 GRAND AV 110 W Injury (Other Visible) 0 2 (Vehicle) Code Violation Improper Turning Sideswipe Other Motor Vehicle 9696465 5/2/2024 1736 ROUTE 66 BARRANCA AV 841 E Injury (Other Visible) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9641277 11/9/2023 1438 ROUTE 66 COMPROMISE LINE RD 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Unsafe Speed Broadside Other Motor Vehicle 9031482 1/9/2020 1617 ROUTE 66 PASADENA AV 0 Injury (Other Visible) 0 2 Unknown Unknown Broadside Other Motor Vehicle 9168864 10/1/2020 1320 ROUTE 66 LONE HILL AV 15 W Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9325105 9/19/2021 0526 ROUTE 66 HUNTERS TRL 235 E Injury (Other Visible) 0 2 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Sideswipe Parked Motor Vehicle 9376589 12/9/2021 2102 ROUTE 66 COMPROMISE LINE 720 W Injury (Other Visible) 0 2 (Vehicle) Code Violation Improper Turning Hit Object Fixed Object 9582806 5/13/2023 744 ROUTE 66 GRAND AV 0 Injury (Severe) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9733537 9/3/2024 716 ROUTE 66 HUNTERS TRL 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9750541 11/4/2024 1308 ROUTE 66 VERMONT AV 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9593346 6/14/2023 741 ROUTE 66 BARRANCA AV 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9584449 5/3/2023 1637 ROUTE 66 GLENWOOD AVE 50 W Injury (Other Visible) 0 3 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9482985 7/12/2022 1154 ROUTE 66 PASADENA AV 230 W Injury (Severe) 0 3 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9490695 8/9/2022 1214 ROUTE 66 HUNTERS TRL 0 Injury (Severe) 0 3 Unknown Unknown Broadside Other Motor Vehicle 9376591 12/5/2021 1714 ROUTE 66 LORAINE AV 0 Injury (Severe) 0 3 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9127578 7/23/2020 1513 ROUTE 66 GLENDORA AV 157 E Injury (Complaint of Pain) 0 3 (Vehicle) Code Violation Unsafe Lane Change Not Stated Other Motor Vehicle 9552122 2/22/2023 1713 ROUTE 66 AMELIA AV 0 Injury (Complaint of Pain) 0 3 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9216036 1/15/2021 2027 ROUTE 66 LORAINE AV 843 E Injury (Other Visible) 0 4 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Rear End Other Motor Vehicle 9753297 11/11/2024 1754 ROUTE 66 GLENDORA AV 339 W Injury (Other Visible) 0 4 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9490696 8/6/2022 1251 ROUTE 66 HUNTERS TRL 471 E Injury (Severe) 0 4 (Vehicle) Code Violation Improper Turning Broadside Other Motor Vehicle 9533615 1/14/2023 1031 ROUTE 66 VERMONT AV 240 W Injury (Other Visible) 0 4 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9736220 9/9/2024 922 ROUTE 66 GLENWOOD AVE 75 E Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Starting or Backing Rear End Other Motor Vehicle 9552627 1/24/2023 1640 SIERRA MADRE AVE N LORRAINE AV 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Vehicle/Pedestrian Bicycle 9427252 3/23/2022 0606 SIERRA MADRE AVE YUCCA RIDGE RD 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Head-On Other Object 9498623 9/27/2022 0700 SIERRA MADRE AVE N YUCCA RIDGE 801 E Injury (Other Visible) 0 1 Unknown Unknown Other Bicycle 9733227 8/29/2024 1830 SIERRA MADRE AVE YUCCA RIDGE 350 E Injury (Other Visible) 0 1 (Vehicle) Code Violation Pedestrian Violation Head-On Pedestrian 9138016 8/5/2020 1425 SIERRA MADRE AVE LIVE OAK AV 250 E Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Unsafe Lane Change Rear End Parked Motor Vehicle 9264992 4/5/2021 1739 SIERRA MADRE AVE W SIERRA MADRE AV 600 0 Injury (Severe) 0 4 (Vehicle) Code Violation Unsafe Lane Change Broadside Other Motor Vehicle 91413795 11/2/2020 2330 SUNFLOWER AVE I-210 FWY 0 Fatal 1 0 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Rear End Other Motor Vehicle 9746910 10/19/2024 1317 SUNFLOWER AVE ARROW HWY 50 N Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Unsafe Speed Rear End Other Motor Vehicle 9623122 10/16/2023 1037 SUNFLOWER AVE E GLADSTONE ST 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9703167 5/28/2024 1648 SUNFLOWER AVE E GLADSTONE ST 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9724354 7/21/2024 1325 SUNFLOWER AVE E GLADSTONE ST 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Automobile Right of Way Head-On Other Motor Vehicle 9557497 4/17/2023 1350 SUNFLOWER AVE JUANITA AV 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9604583 9/30/2023 1640 SUNFLOWER AVE I-210 FWY 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Automobile Right of Way Sideswipe Other Motor Vehicle 9736507 9/8/2024 1613 SUNFLOWER AVE GLADSTONE ST 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Automobile Right of Way Sideswipe Other Motor Vehicle 9301156 7/24/2021 1235 SUNFLOWER AVE RT 210 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9074840 3/6/2020 2216 SUNFLOWER AVE GLADSTONE 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Automobile Right of Way Head-On Other Motor Vehicle 9287432 7/5/2021 1153 SUNFLOWER AVE RT 210 0 Injury (Severe) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9736506 9/8/2024 1245 SUNFLOWER AVE GLADSTONE ST 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9761454 12/13/2024 930 SUNFLOWER AVE JUANITA AV 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9101160 6/2/2020 1226 SUNFLOWER AVE GLADSTONE 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9041066 1/25/2020 2126 SUNFLOWER AVE GLADSTONE ST 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle 9233178 2/7/2021 1307 SUNFLOWER AVE GLADSTONE ST 0 Injury (Other Visible) 0 2 (Vehicle) Code Violation Automobile Right of Way Head-On Other Motor Vehicle 9074707 3/13/2020 1205 SUNFLOWER AVE GLADSTONE ST 20 N Injury (Other Visible) 0 3 (Vehicle) Code Violation Improper Turning Broadside Other Motor Vehicle 9355536 10/12/2021 0800 VALLEY CENTER AVE FOOTHILL BLVD 150 S Injury (Other Visible) 0 1 (Vehicle) Code Violation Wrong Side of Road Broadside Bicycle 9513862 10/24/2022 2032 VALLEY CENTER AVE FOOTHILL AVE 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Sideswipe Other Motor Vehicle 9752874 10/29/2024 840 VALLEY CENTER AVE W JUANITA AVE 0 Injury (Complaint of Pain) 0 1 Unknown Unknown Broadside Other Motor Vehicle 9194049 12/5/2020 1413 VALLEY CENTER AVE JUANITA AVE 89 N Injury (Other Visible) 0 1 (Vehicle) Code Violation Driving or Bicycling Under the Influence of Alcohol or Drug Head-On Fixed Object 9153526 8/25/2020 0705 VALLEY CENTER AVE ALLEN AVE 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Unsafe Speed Head-On Fixed Object 9745589 10/5/2024 1907 VALLEY CENTER AVE ARROW HWY 114 N Injury (Severe) 0 1 (Vehicle) Code Violation Pedestrian Violation Vehicle/Pedestrian Pedestrian 9499247 10/7/2022 1857 VERMONT AVE FOOTHILL BL 0 Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Wrong Side of Road Broadside Bicycle 9456836 6/7/2022 1116 VERMONT AVE ADA AVE 568 S Injury (Other Visible) 0 1 (Vehicle) Code Violation Improper Turning Rear End Parked Motor Vehicle 9492735 8/17/2022 1729 VERMONT AVE ADA AVE 224 S Injury (Other Visible) 0 1 Unknown Unknown Hit Object Fixed Object 9572070 4/10/2023 915 VERMONT AVE ADA AVE 300 S Injury (Complaint of Pain) 0 1 Unknown Unknown Hit Object Fixed Object 9589231 6/8/2023 1023 VERMONT AVE ROUTE 66 710 N Injury (Complaint of Pain) 0 1 (Vehicle) Code Violation Other Hazardous Violation Broadside Other Motor Vehicle 9739379 9/17/2024 1341 VERMONT AVE ROUTE 66 0 Injury (Other Visible) 0 1 (Vehicle) Code Violation Traffic Signals and Signs Broadside Other Motor Vehicle 9685972 5/1/2024 1948 VERMONT AVE ADA AVE 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Improper Turning Sideswipe Other Motor Vehicle 9164488 9/18/2020 1752 VERMONT AVE FOOTHILL BLVD 0 Injury (Complaint of Pain) 0 2 (Vehicle) Code Violation Automobile Right of Way Broadside Other Motor Vehicle

September 2025

APPENDIX D – Radar Meter and Operator Certifications

September 2025

APPENDIX E – Legislative References

September 2025

V C Section 627 Engineering and Traffic Survey
Engineering and Traffic Survey
627.
(a) “Engineering and traffic survey,” as used in this code, means a survey of highway and traffic conditions in accordance with methods determined by the Department of Transportation for use by state and local authorities.
(b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all of the following:
(1) Prevailing speeds as determined by traffic engineering measurements. (2) Accident records.
(3) Highway, traffic, and roadside conditions not readily apparent to the driver. (c) When conducting an engineering and traffic survey, local authorities, in addition to the factors set forth in paragraphs (1) to (3), inclusive, of subdivision (b) may consider all of the following:
(1) Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:
(A) Upon one side of the highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures.
(B) Upon both sides of the highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.
(C) The portion of highway is longer than one-quarter of a mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B).
(2) Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused.

Amended Ch. 466, Stats. 1982. Effective January 1, 1983.

Amended Sec. 1, Ch. 45, Stats. 2000. Effective January 1, 2001.

Amended by Stats. 2021, Ch. 690, Sec. 1. (AB 43) Effective January 1, 2022.

V C Section 22349.b & 22349.c Maximum Speed Limit
Maximum Speed Limit

September 2025

(b) Notwithstanding any other provision of law, no person may drive a vehicle upon a two-lane, undivided highway at a speed greater than 55 miles per hour unless that highway, or portion thereof, has been posted for a higher speed by the Department of Transportation or appropriate local agency upon the basis of an engineering and traffic survey. For purposes of this subdivision, the following apply:
(1) A two-lane, undivided highway is a highway with not more than one through lane of travel in each direction.
(2) Passing lanes may not be considered when determining the number of through lanes. (c) It is the intent of the Legislature that there be reasonable signing on affected two-lane, undivided highways described in subdivision (b) in continuing the 55 miles-per-hour speed limit, including placing signs at county boundaries to the extent possible, and at other appropriate locations.

Amended and Repealed Sec. 22, Ch. 766, Stats. 1995. Effective January 1, 1996. Repeal operative March 31, 1996.

Added Sec. 23, Ch. 766, Stats. 1995. Effective January 1, 1996. Operative March 31, 1996.

Amended Sec. 1, Ch. 20, Stats. 1996. Effective March 29, 1996.

Amended Sec. 41, Ch. 724, Stats. 1999. Effective January 1, 2000.

V C Section 22350 Basic Speed Law
Basic Speed Law
22350.

No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property.

Amended Ch. 252, Stats. 1963. Effective September 20, 1963.

V C Section 22351 Speed Law Violations
Speed Law Violations
22351.
(a) The speed of any vehicle upon a highway not in excess of the limits specified in Section 22352 or established as authorized in this code is lawful unless clearly proved to be in violation of the basic speed law.
(b) The speed of any vehicle upon a highway in excess of the prima facie speed limits in Section 22352 or established as authorized in this code is prima facie unlawful unless the defendant establishes by competent evidence that the speed in excess of said limits did not constitute a violation of the basic speed law at the time, place and under the conditions then existing.

V C Section 22352 Prima Facie Speed Limits

September 2025

Prima Facie Speed Limits
22352.

The prima facie limits are as follows and shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof:
(a) Fifteen miles per hour:
(1) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along the railway. This subdivision does not apply in the case of any railway grade crossing where a human flag person is on duty or a clearly visible electrical or mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car. (2) When traversing any intersection of highways if during the last 100 feet of the driver’s approach to the intersection the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the intersection for a distance of 100 feet along all those highways, except at an intersection protected by stop signs or yield right-of-way signs or controlled by official traffic control signals. (3) On any alley.
(b) Twenty-five miles per hour:
(1) On any highway, in any business or residence district unless a different speed is determined by local authority or the Department of Transportation under procedures set forth in this code. (2) When approaching or passing a school building or the grounds thereof, contiguous to a highway and posted with a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching or passing any school grounds which are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a standard “SCHOOL” warning sign. For purposes of this subparagraph, standard “SCHOOL” warning signs may be placed at any distance up to 500 feet away from school grounds.
(3) When passing a senior center or other facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard “SENIOR” warning sign. A local authority may erect a sign pursuant to this paragraph when the local agency makes a determination that the proposed signing should be implemented. A local authority may request grant funding from the Active Transportation Program pursuant to Chapter 8 (commencing with Section 2380) of Division 3 of the Streets and Highways Code, or any other grant funding available to it, and use that grant funding to pay for the erection of those signs or may utilize any other funds available to it to pay for the erection of those signs, including, but not limited to, donations from private sources.

September 2025

Added Sec. 2, Ch. 421, Stats. 1997. Effective January 1, 1998.

Amended Sec. 2, Ch. 521, Stats. 2000. Effective January 1, 2001. Operative March 1, 2001.

Amended by Stats. 2021, Ch. 690, Sec. 3. (AB 43) Effective January 1, 2022.

V C Section 22357 Increase of Local Speed Limits to 65 Miles Per Hour Increase of Local Speed Limits to 65 Miles Per Hour
22357.
(a) Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 25 miles per hour would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon any street other than a state highway otherwise subject to a prima facie limit of 25 miles per hour, the local authority may by ordinance determine and declare a prima facie speed limit of 30, 35, 40, 45, 50, 55, or 60 miles per hour or a maximum speed limit of 65 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe. The declared prima facie or maximum speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street and shall not thereafter be revised except upon the basis of an engineering and traffic survey. This section does not apply to any 25-mile-per-hour prima facie limit which is applicable when passing a school building or the grounds thereof or when passing a senior center or other facility primarily used by senior citizens. (b) This section shall become operative on the date specified in subdivision (c) of Section 22366.

Amended and repealed Sec. 28, Ch. 766, Stats. 1995. Effective January 1, 1996. Repeal operative March 31, 1996.

Added Sec. 29, Ch. 766, Stats. 1995. Effective January 1, 1996. Operative March 31, 1996.

V C Section 22357.1 Decrease Near Children’s Playgrounds Decrease Near Children's Playgrounds
22357.1.

Notwithstanding Section 22357, a local authority may, by ordinance or resolution, set a prima facie speed limit of 25 miles per hour on any street, other than a state highway, adjacent to any children's playground in a public park but only during particular hours or days when children are expected to use the facilities. The 25 miles per hour speed limit shall be effective when signs giving notice of the speed limit are posted.

Added Ch. 508, Stats. 1989. Effective January 1, 1990.

V C Section 22358 Decrease of Local Speed Limits
Decrease of Local Speed Limits
22358.

September 2025

(a) Whenever a local authority determines upon the basis of an engineering and traffic survey that the limit of 65 miles per hour is more than is reasonable or safe upon any portion of any street other than a state highway where the limit of 65 miles per hour is applicable, the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 50, 45, 40, 35, 30, 25, 20, or 15 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street. (b) This section shall become operative on the date specified in subdivision (c) of Section 22366.

Amended and repealed Sec. 30, Ch. 766, Stats. 1995. Effective January 1, 1996. Repeal operative March 31, 1996.

Added Sec. 31, Ch. 766, Stats. 1995. Effective January 1, 1996. Operative March 31, 1996.

Amended by Stats. 2021, Ch. 690, Sec. 5. (AB 43) Effective January 1, 2022.

V C Section 22358.3 Decrease on Narrow Street
Decrease on Narrow Street
22358.3.

Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour in a business or residence district or in a public park on any street having a roadway not exceeding 25 feet in width, other than a state highway, is more than is reasonable or safe, the local authority may, by ordinance or resolution determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is found most appropriate and is reasonable and safe. The declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street.

Amended Ch. 1095, Stats. 1972. Effective March 7, 1973. Supersedes Ch. 372.

V C Section 22358.4 Decrease of Local Limits Near Schools or Senior Centers Decrease of Local Limits Near Schools or Senior Centers 22358.4.
(a) (1) Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour established by subdivision (b) of Section 22352 is more than is reasonable or safe, the local authority may, by ordinance or resolution, determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is justified as the appropriate speed limit by that survey.
(2) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway.

September 2025

(b) (1) Notwithstanding subdivision (a) or any other provision of law, a local authority may, by ordinance or resolution, determine and declare prima facie speed limits as follows:
(A) A 15 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of less than 500 feet from, or passing, a school building or the grounds of a school building, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 15 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of less than 500 feet from, or passing, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 15 miles per hour. (B) A 25 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of 500 to 1,000 feet from, a school building or the grounds thereof, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 25 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of 500 to 1,000 feet from, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 25 miles per hour.
(2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of two traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the school zone.
(3) The prima facie limits established under paragraph (1) apply to all lanes of an affected highway, in both directions of travel.
(4) When determining the need to lower the prima facie speed limit, the local authority shall take the provisions of Section 627 into consideration.
(5) (A) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway.
(B) For purposes of subparagraph (A) of paragraph (1), school warning signs indicating a speed limit of 15 miles per hour may be placed at a distance up to 500 feet away from school grounds.

September 2025

(C) For purposes of subparagraph (B) of paragraph (1), school warning signs indicating a speed limit of 25 miles per hour may be placed at any distance between 500 and 1,000 feet away from the school grounds.
(D) A local authority shall reimburse the Department of Transportation for all costs incurred by the department under this subdivision.

Amended Sec. 23, Ch. 279, Stats. 2005. Effective January 1, 2006.

Amended Sec. 1, Ch. 384, Stats. 2007. Effective January 1, 2008.

Amended by Stats. 2016, Ch. 208, Sec. 15. (AB 2906) Effective January 1, 2017.

V C Section 22358.5 Downward Speed Zoning
Downward Speed Zoning
22358.5.

It is the intent of the Legislature that physical conditions such as width, curvature, grade and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning, as the basic rule of Section 22350 is sufficient regulation as to such conditions.

Added Ch. 11, Stats. 1959. Effective September 18, 1959. 22358.6.

The Department of Transportation shall, in the next scheduled revision, revise and thereafter maintain the California Manual on Uniform Traffic Control Devices to require the Department of Transportation or a local authority to round speed limits to the nearest five miles per hour of the 85th percentile of the free-flowing traffic. However, in cases in which the speed limit needs to be rounded up to the nearest five miles per hour increment of the 85th-percentile speed, the Department of Transportation or a local authority may decide to instead round down the speed limit to the lower five miles per hour increment. A local authority may additionally lower the speed limit as provided in Sections 22358.7 and 22358.8.

Added by Stats. 2021, Ch. 690, Sec. 6. (AB 43) Effective January 1, 2022. 22358.7.
(a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, determine and declare a prima facie speed limit that has been reduced an additional five miles per hour for either of the following reasons:

September 2025

(1) The portion of highway has been designated as a safety corridor. A local authority shall not deem more than one-fifth of their streets as safety corridors. (2) The portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused.
(b) (1) As used in this section, “safety corridor” shall be defined by the Department of Transportation in the next revision of the California Manual on Uniform Traffic Control Devices. In making this determination, the department shall consider highways that have the highest number of serious injuries and fatalities based on collision data that may be derived from, but not limited to, the Statewide Integrated Traffic Records System.
(2) The Department of Transportation shall, in the next revision of the California Manual on Uniform Traffic Control Devices, determine what constitutes land or facilities that generate high concentrations of bicyclists and pedestrians, as used in paragraph (2) of subdivision (a). In making this determination, the department shall consider density, road use type, and bicycle and pedestrian infrastructure present on a section of highway. (c) A local authority may not lower a speed limit as authorized by this section until June 30, 2024, or until the Judicial Council has developed an online tool for adjudicating infraction violations statewide as specified in Article 7 (commencing with Section 68645) of Chapter 2 of Title 8 of the Government Code, whichever is sooner.
(d) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.

Added by Stats. 2021, Ch. 690, Sec. 7. (AB 43) Effective January 1, 2022.

September 2025

22358.8.
(a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, retain the current speed limit or restore the immediately prior speed limit if that speed limit was established with an engineering and traffic survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit. (b) This section does not authorize a speed limit to be reduced by any more than five miles per hour from the current speed limit nor below the immediately prior speed limit. (c) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.

Added by Stats. 2021, Ch. 690, Sec. 8. (AB 43) Effective January 1, 2022. 22358.9.
(a) (1) Notwithstanding any other law, a local authority may, by ordinance, determine and declare a 25 or 20 miles per hour prima facie speed limit on a highway contiguous to a business activity district when posted with a sign that indicates a speed limit of 25 or 20 miles per hour. (2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of four traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 25 miles per hour speed limit. (C) A maximum posted 25 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 20 miles per hour speed limit. (b) As used in this section, a “business activity district” is that portion of a highway and the property contiguous thereto that includes central or neighborhood downtowns, urban villages, or zoning designations that prioritize commercial land uses at the downtown or neighborhood scale and meets at least three of the following requirements in paragraphs (1) to (4), inclusive:
(1) No less than 50 percent of the contiguous property fronting the highway consists of retail or dining commercial uses, including outdoor dining, that open directly onto sidewalks adjacent to the highway.
(2) Parking, including parallel, diagonal, or perpendicular spaces located alongside the highway. (3) Traffic control signals or stop signs regulating traffic flow on the highway, located at intervals of no more than 600 feet.
(4) Marked crosswalks not controlled by a traffic control device.

September 2025

(c) A local authority shall not declare a prima facie speed limit under this section on a portion of a highway where the local authority has already lowered the speed limit as permitted under Sections 22358.7 and 22358.8.
(d) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.

Added by Stats. 2021, Ch. 690, Sec. 9. (AB 43) Effective January 1, 2022.

V C Section 22359 Boundary Line Streets
Boundary Line Streets
22359.

With respect to boundary line streets and highways where portions thereof are within different jurisdictions, no ordinance adopted under Sections 22357 and 22358 shall be effective as to any such portion until all authorities having jurisdiction of the portions of the street concerned have approved the same. This section shall not apply in the case of boundary line streets consisting of separate roadways within different jurisdictions.

Amended Ch. 209, Stats. 1963. Effective April 29, 1963.

V C Section 22406 Maximum Speed for Designated Vehicles Maximum Speed for Designated Vehicles
22406.

No person may drive any of the following vehicles on a highway at a speed in excess of 55 miles per hour:
(a) A motortruck or truck tractor having three or more axles or any motortruck or truck tractor drawing any other vehicle.
(b) A passenger vehicle or bus drawing any other vehicle. (c) A school bus transporting any school pupil.
(d) A farm labor vehicle when transporting passengers.
(e) A vehicle transporting explosives.
(f) A trailer bus, as defined in Section 636.

Amended by Stats. 2000, Ch. 787, Sec. 22. Effective January 1, 2001.

V C Section 22407 Decreasing Truck Speed Limit
Decreasing Truck Speed Limit
22407.

September 2025

Whenever the Department of Transportation or local authority determines upon the basis of engineering studies and a traffic survey that the speed of 55 miles per hour is more than is reasonable or safe for vehicles mentioned in subdivision (a) of Section 22406 which have a manufacturer's gross vehicle weight rating of 10,000 pounds or more, in descending a grade upon any portion of a highway, the department or local authority, with respect to highways under their respective jurisdiction, may determine and declare a speed limit of 50, 45, 40, 35, 30, 25 or 20 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared speed limit shall be effective for such vehicles when appropriate signs giving notice thereof are erected upon the highway.

Amended Ch. 82, Stats. 1973. Effective January 1, 1974.

V C Section 22413 Decreasing Speed Limit on Grades
Decreasing Speed Limit on Grades
22413.

Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie limit of 25 miles per hour is more than is reasonable and safe on any portion of a street having a grade in excess of 10 percent, the local authority may by ordinance determine and declare a maximum limit of 20 or 15 miles per hour, whichever is found most appropriate and is reasonable and safe. The declared maximum speed shall be effective when appropriate signs giving notice thereof are erected upon the street.

Added Ch. 318, Stats. 1959.

V C Section 40801 Speed Trap Prohibition
Speed Trap Prohibition
40801.

No peace officer or other person shall use a speed trap in arresting, or participating or assisting in the arrest of, any person for any alleged violation of this code nor shall any speed trap be used in securing evidence as to the speed of any vehicle for the purpose of an arrest or prosecution under this code.

V C Section 40802 Speed Traps
Speed Traps
(a) A “speed trap” is either of the following:
(1) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance.

Glendora City CouncilOctober 28, 2025

Glendora City Council
October 28, 2025