2017 Engineering & Traffic Survey 2020 Amendment - 6 segments (Apr. 20, 2020)
April 20, 2020
Mr. Bryan McKinney, P.E.
City Engineer
Public Works Department
City of La Quinta
78-495 Calle Tampico
La Quinta, CA 92253
Subject: 2017 Engineering and Traffic Survey 2020 Amendment
Dear Mr. McKinney:
As requested, Willdan has completed a review of the recommended speed zones on six
segments in the City of La Quinta. The Engineering and Traffic Study dated January 5,
2017 is hereby amended to include the updated speed limits for these six segments listed
below that supersede the previous speed limit recommendations .
19- Ave 54 - Jefferson to Madison
20- Ave 54 - Madison to Monroe
21- Ave 58 - Jefferson to Madison
47- Palm Royale Drive - Washington to Fred Waring
48- Park Avenue - Calle Tampico to Avenue 50
57- Calle Tampico - Eisenhower to Washington
We are pleased to submit the enclosed recommendation and supporting documentation
for the above segments. The Engineering and Traffic Survey for the above segments
was conducted in accordance with applicable provisions of the CVC, following procedures
outlined in the California Manual on Uniform Traffic Control Devices (California MUTCD)
dated November 2014, and as required by Section 627 of the California Vehicle Code.
The Report is intended to satisfy the requirements of Section 40802 of the CVC to enable
the continued use of radar for traffic speed enforcement.
We appreciate the opportunity to serve the City of La Quinta and the assistance and
cooperation afforded to us during the course of this study .
Very truly yours,
WILLDAN
Jeffrey Lau, P.E., T.E.
Traffic Engineer
Enclosure
2020 Engineering and Traffic Survey
City of La Quinta
Page 3
Table 1
Street Segments with Recommended Speed Changes
No STREET FROM TO
POSTED
SPEEED
LIMIT
NEW
POSTED
SPEED
LIMIT
CHANGE
19 Avenue 54 Jefferson Street Madison Street 55 50 -5
20 Avenue 54 Madison Street Monroe Street 55 50 -5
21 Avenue 58 Jefferson Street Madison Street 50 45 -5
47 Palm Royale Washington Street Fred Waring
Drive 30 30 Post Sign
48 Park Avenue Avenue 50 Calle Tampico 40 35 -5
57 Calle Tampico Eisenhower Drive Washington
Street 45 35 -10
2020 Engineering and Traffic Survey
City of La Quinta
Page 4
Table 2
Speed/ Collision Data Summary Table
ID Street Segment Dist.
(Mi.) Dir. 85%
Speed
10
Mi.
Pace
% in
Pace ADT
Accident Rate Posted
Speed
Limit
Prop.
Speed
Limit
Remarks Exp. Act.
19 Avenue 54 Jefferson Street to
Madison Street 0.96 E/W 51 44-53 83% 11,044 1.72 0.00 55 50
CLOSEST
TO 85TH
SPEED
20 Avenue 54 Madison Street to
Monroe Street 0.99 E/W 51 44-53 83% 4,216 1.72 0.22 55 50
CLOSEST
TO 85TH
SPEED
21 Avenue 58 Jefferson Street to
Madison Street 1.00 E/W 47 38-47 80% 1,127 2.39 0.81 50 45
CLOSEST
TO 85TH
SPEED
47 Palm Royale Washington Street
to Fred Waring Drive 0.57 E/W 33 25-34 84% 2,170 2.39 0.00
Not
Posted1
(30)
30
CA
MUTCD
OPTION 2
48 Park Avenue Avenue 50 to Calle
Tampico 0.51 N/S 39 30-39 78% 2,022 2.39 0.89 40 35
CA
MUTCD
OPTION 2
57 Calle Tampico Eisenhower Drive to
Washington Street 0.74 E/W 36 26-35 73% 16,381 1.72 0.15 45 35
CLOSEST
TO 85TH
SPEED
1 An E&T Survey was previously conducted with a recommended speed limit of 30 mph. However, there are no posted speed limits currently at this
segment.
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Avenue 54 between Jefferson Street and Madison Street
DATE: 4/8/2020 TIME: 07:00 OBSERVER: Steve Libring LOCATION: 19
PART I: HIGHWAY & ROADWAY CHARACTERISTICS
Sight Distance Obstructions?
(yes or no) E/B W/B Notes
1. Horizontal No No
2. Vertical No No
3. Superelevation (%) None None
4. Shoulder Conditions (paved or unpaved) Paved Paved
5. Profile Conditions (grade,%)
6. Commercial Driveway Characteristics
(at grade, dustpan, etc)
None None No driveways on
both sides
7. Pedestrian Traffic in the Roadway without
sidewalks (yes or no)
No No Sidewalk on south
side only, horse trail
on north side
8. Adjacent Land Use
(residential, commercial, office, etc)
Residential, resort resort
9. Intersection Spacing and Offsets
(spacing, feet-offsets, yes or no)
No offsets Stop at Madison &
Jefferson
10. Pavement Condition
(good, satisfactory, poor)
Good Good
11. Truck Traffic (heavy, moderate, light) Light Light
12. Channelization (# of lanes, divided,
undivided, painted, or raised median)
2 lanes with a
buffered bike lane
2 lanes with a buffered
bike lane
bike lanes on both
sides
13. Street Width and Alignment
(width, feet – straight or curved)
31’ 31’ 74’ total w/ 12’
raised median
14. Street Length 0.96 mi
15. Average Daily Traffic
6,579 4,465 11,044 total
Collected on
10/19/16
16. Traffic Flow Characteristics
(heavy, moderate, light)
Light Light
17. Uniformity with the Community
(yes or no)
Yes No
18. Heavy On-Street Parking Turnover
(yes or no)
No No No parking allowed
on both sides
19. Street Lighting No No
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Avenue 54 between Jefferson Street and Madison Street
LOCATION: 19
Direction Bi-directional Northbound *
Eastbound *
Southbound *
Westbound *
PART II: PREVAILING SPEED MEASUREMENT
Location of Radar Measurement
Date of Radar Measurement 3/23/20
Time of Radar Measurement (24 hour) 07:00 to 08:00
50%ile (mph) 85%ile (mph) 49 51
10 mph Pace (% of Vehicles) 44-53 (83%)
Average Speed (mph) 48
Number of Samples Observed 100
Posted Limit (mph) 55
PART III: ACCIDENT RECORDS
Time Period Evaluated 1/1/2017 TO 12/31/2019
Number of
Accidents Midblock 0
Midblock
Accident Rate
(Acc/MVM)
Expected-Statewide/Year 1.72 per MVM
Actual 0.00 per MVM
PART IV: ADDITIONAL REMARKS
Closest to 85th percentile speed
RECOMMENDED SPEED LIMIT 50 MPH
* May be used in cases where two or more separate roadways are provided.
CERTIFICATION: I, Jeffrey Lau, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta
was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a
Professional Engineer (Traffic).
TE 2835
Jeffrey Lau Date State Registration Number
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Avenue 54 between Madison Street and Monroe Street
DATE: 4/8/2020 TIME: 07:00 OBSERVER: Steve Libring LOCATION: 20
PART I: HIGHWAY & ROADWAY CHARACTERISTICS
Sight Distance Obstructions?
(yes or no) E/B W/B Notes
1. Horizontal No No
2. Vertical No No
3. Superelevation (%) None None
4. Shoulder Conditions (paved or unpaved) Unpaved/paved Paved
5. Profile Conditions (grade,%)
6. Commercial Driveway Characteristics
(at grade, dustpan, etc)
No No No Driveways on
both sides
7. Pedestrian Traffic in the Roadway without
sidewalks (yes or no)
No No Sidewalk on south
side only. Horse trail
on north side
8. Adjacent Land Use
(residential, commercial, office, etc)
Residential Residential
9. Intersection Spacing and Offsets
(spacing, feet-offsets, yes or no)
No offsets Stop @ Madison &
Monroe
10. Pavement Condition
(good, satisfactory, poor)
Good Good
11. Truck Traffic (heavy, moderate, light) Light Light
12. Channelization (# of lanes, divided,
undivided, painted, or raised median)
2 lanes to 1 lane with
a buffered bike lane
2 lanes with a buffered
bike lane
4 lanes to 3 lanes
and bike lanes on
both sides
13. Street Width and Alignment
(width, feet – straight or curved)
31’ 31’ 72’ total w/ 10’ 2-
way turn lane
14. Street Length 0.99 mi
15. Average Daily Traffic
2,144 2,072 4,216 total
Collected on
10/19/16
16. Traffic Flow Characteristics
(heavy, moderate, light)
Light Light
17. Uniformity with the Community
(yes or no)
Yes Yes
18. Heavy On-Street Parking Turnover
(yes or no)
No No No parking allowed
on both sides
19. Street Lighting No No
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Avenue 54 between Madison Street and Monroe Street
LOCATION: 20
Direction Bi-directional Northbound *
Eastbound *
Southbound *
Westbound *
PART II: PREVAILING SPEED MEASUREMENT
Location of Radar Measurement
Date of Radar Measurement 3/23/20
Time of Radar Measurement (24 hour) 07:00 to 08:00
50%ile (mph) 85%ile (mph) 49 51
10 mph Pace (% of Vehicles) 44-53 (83%)
Average Speed (mph) 48
Number of Samples Observed 100
Posted Limit (mph) 55
PART III: ACCIDENT RECORDS
Time Period Evaluated 1/1/2017 TO 12/31/2019
Number of
Accidents Midblock 1
Midblock
Accident Rate
(Acc/MVM)
Expected-Statewide/Year 1.72 per MVM
Actual 0.22 per MVM
PART IV: ADDITIONAL REMARKS
Closest to 85th percentile speed
RECOMMENDED SPEED LIMIT 50 MPH
* May be used in cases where two or more separate roadways are provided.
CERTIFICATION: I, Jeffrey Lau, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta
was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a
Professional Engineer (Traffic).
TE 2835
Jeffrey Lau Date State Registration Number
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Avenue 58 between Jefferson Street and Madison Street
DATE: 4/8/2020 TIME: 11:55 OBSERVER: Steve Libring LOCATION: 21
PART I: HIGHWAY & ROADWAY CHARACTERISTICS
Sight Distance Obstructions?
(yes or no) E/B W/B Notes
1. Horizontal No No
2. Vertical No No
3. Superelevation (%) None None
4. Shoulder Conditions (paved or unpaved) Unpaved Paved
5. Profile Conditions (grade,%)
6. Commercial Driveway Characteristics
(at grade, dustpan, etc)
At-Grade At-Grade
7. Pedestrian Traffic in the Roadway without
sidewalks (yes or no)
No No Sidewalk on North
side only
8. Adjacent Land Use
(residential, commercial, office, etc.)
Vacant Residential
9. Intersection Spacing and Offsets
(spacing, feet-offsets, yes or no)
No No Stop at Madison
10. Pavement Condition
(good, satisfactory, poor)
Good Good
11. Truck Traffic (heavy, moderate, light) Light Light
12. Channelization (# of lanes, divided,
undivided, painted, or raised median)
1 lane with a buffered
bike lane
1 lane with a buffered
bike lane
Bike lanes on both
sides
13. Street Width and Alignment
(width, feet – straight or curved)
22’’ 22’ 56’ total w/ 12 ‘ 2-
way turn lane
14. Street Length 1.00 mi
15. Average Daily Traffic
524 603 1,127 total
Collected on
10/18/16
16. Traffic Flow Characteristics
(heavy, moderate, light)
Light Light
17. Uniformity with the Community
(yes or no)
Yes Yes
18. Heavy On-Street Parking Turnover
(yes or no)
No No No parking allowed
on both sides
19. Street Lighting No No
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Avenue 58 between Jefferson Street and Madison Street
LOCATION: 21
Direction Bi-directional Northbound *
Eastbound *
Southbound *
Westbound *
PART II: PREVAILING SPEED MEASUREMENT
Location of Radar Measurement
Date of Radar Measurement 3/23/30
Time of Radar Measurement (24 hour) 11:55 to12:40
50%ile (mph) 85%ile (mph) 44 47
10 mph Pace (% of Vehicles) 38-47 (80%)
Average Speed (mph) 44
Number of Samples Observed 100
Posted Limit (mph) 50
PART III: ACCIDENT RECORDS
Time Period Evaluated 1/1/2017 TO 12/31/2019
Number of
Accidents Midblock 1
Midblock
Accident Rate
(Acc/MVM)
Expected-Statewide/Year 2.39 per MVM
Actual 0.81 per MVM
PART IV: ADDITIONAL REMARKS
Closest to 85th percentile speed
RECOMMENDED SPEED LIMIT 45 MPH
* May be used in cases where two or more separate roadways are provided.
CERTIFICATION: I, Jeffrey Lau, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta
was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a
Professional Engineer (Traffic).
TE 2835
Jeffrey Lau Date State Registration Number
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Palm Royale Drive between Washington Street and Fred Waring Drive
DATE: 4/8/2020 TIME: 14:32 OBSERVER: Steve Libring LOCATION: 47
PART I: HIGHWAY & ROADWAY CHARACTERISTICS
Sight Distance Obstructions?
(yes or no) E/B W/B Notes
1. Horizontal Yes Yes Horizontal Curve
2. Vertical No No
3. Superelevation (%) None None
4. Shoulder Conditions (paved or unpaved) Paved Paved
5. Profile Conditions (grade,%)
6. Commercial Driveway Characteristics
(at grade, dustpan, etc)
At-Grade At-Grade
7. Pedestrian Traffic in the Roadway without
sidewalks (yes or no)
No No Sidewalks on both
sides, mid-block
xings at school
8. Adjacent Land Use
(residential, commercial, office, etc)
Commercial, school Residential,
commercial, school
9. Intersection Spacing and Offsets
(spacing, feet-offsets, yes or no)
No offsets No offsets TS at Washington
St and Fred Waring
10. Pavement Condition
(good, satisfactory, poor)
Fair Fair
11. Truck Traffic (heavy, moderate, light) Light Light
12. Channelization (# of lanes, divided,
undivided, painted, or raised median)
1 lane with bike lane 1 lane with bike lane Bike lane on both
sides, Painted two
way turn lane
13. Street Width and Alignment
(width, feet – straight or curved)
26’ 26’ 64’ total with 12’ two
way turn lane
14. Street Length
0.57
15. Average Daily Traffic
2,170 (vpd)
16. Traffic Flow Characteristics
(heavy, moderate, light)
Moderate Moderate
17. Uniformity with the Community
(yes or no)
Yes Yes
18. Heavy On-Street Parking Turnover
(yes or no)
Yes Yes
19. Street Lighting Yes No
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Palm Royale Drive between Washington Street and Fred Waring Drive
LOCATION: 47
Direction Bi-directional Northbound *
Eastbound *
Southbound *
Westbound *
PART II: PREVAILING SPEED MEASUREMENT
Location of Radar Measurement
Date of Radar Measurement 3/30/2020
Time of Radar Measurement (24 hour) 11:00 AM to 11:40 AM
50%ile (mph) 85%ile (mph) 29 33
10 mph Pace (% of Vehicles) 25-34 (84%)
Average Speed (mph) 30
Number of Samples Observed 100
Posted Limit NP
PART III: ACCIDENT RECORDS
Time Period Evaluated 1/1/2017 TO 12/31/2019
Number of
Accidents Midblock 0
Midblock
Accident Rate
(Acc/MVM)
Expected-Statewide/Year 2.39 per MVM
Actual 0.00 per MVM
PART IV: ADDITIONAL REMARKS
California MUTCD Option 2
RECOMMENDED SPEED LIMIT 30 mph
* May be used in cases where two or more separate roadways are provided.
CERTIFICATION: I, Jeffrey Lau, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta
was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a
Professional Engineer (Traffic).
TE 2835
Jeffrey Lau Date State Registration Number
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Park Avenue between Avenue 50 and Calle Tampico
DATE: 4/8/2020 TIME: 1:00 OBSERVER: Steve Libring LOCATION: 48
PART I: HIGHWAY & ROADWAY CHARACTERISTICS
Sight Distance Obstructions?
(yes or no) S/B N/B Notes
1. Horizontal Yes Yes Horizontal Curve at
Painted Cove
2. Vertical No No
3. Superelevation (%) None None
4. Shoulder Conditions (paved or unpaved) Paved Paved
5. Profile Conditions (grade,%)
6. Commercial Driveway Characteristics
(at grade, dustpan, etc)
No No No driveways on
both sides
7. Pedestrian Traffic in the Roadway without
sidewalks (yes or no)
No No Sidewalks on both
sides
8. Adjacent Land Use
(residential, commercial, office, etc)
Residential Residential
9. Intersection Spacing and Offsets
(spacing, feet-offsets, yes or no)
No offsets No Offsets TS at Avenue 50
10. Pavement Condition
(good, satisfactory, poor)
Good Good
11. Truck Traffic (heavy, moderate, light) Light Light
12. Channelization (# of lanes, divided,
undivided, painted, or raised median)
1 lane with a bike
lane
1 lane with a bike lane 2 lanes, divided with
a double yellow
stripe and bike
lanes on both sides
13. Street Width and Alignment
(width, feet – straight or curved)
20’ 20’ 40’ total
14. Street Length 0.51 mi
15. Average Daily Traffic
928 1,094 2,022 total
Collected on
10/18/16
16. Traffic Flow Characteristics
(heavy, moderate, light)
Light Light
17. Uniformity with the Community
(yes or no)
Yes Yes
18. Heavy On-Street Parking Turnover
(yes or no)
No No No parking allowed
on both sides
19. Street Lighting Only at traffic signal
location
Only at traffic signal
location
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Park Avenue between Avenue 50 and Calle Tampico
LOCATION: 48
Direction Bi-directional Northbound *
Eastbound *
Southbound *
Westbound *
PART II: PREVAILING SPEED MEASUREMENT
Location of Radar Measurement
Date of Radar Measurement 3/23/2020
Time of Radar Measurement (24 hour) 1:00 PM – 2:00 PM
50%ile (mph) 85%ile (mph) 36 39
10 mph Pace (% of Vehicles) 30-39 (78%)
Average Speed (mph) 35
Number of Samples Observed 100
Posted Limit (mph) 40
PART III: ACCIDENT RECORDS
Time Period Evaluated 1/1/2017 TO 12/31/2019
Number of
Accidents Midblock 1
Midblock
Accident Rate
(Acc/MVM)
Expected-Statewide/Year 2.39 per MVM
Actual 0.89 per MVM
PART IV: ADDITIONAL REMARKS
California MUTCD Option 2
RECOMMENDED SPEED LIMIT 35 MPH
* May be used in cases where two or more separate roadways are provided.
CERTIFICATION: I, Jeffrey Lau, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta
was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a
Professional Engineer (Traffic).
TE 2835
Jeffrey Lau Date State Registration Number
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Calle Tampico between Eisenhower Drive and Washington Street
DATE: 4/8/2020 TIME: 11:00 OBSERVER: Steve Libring LOCATION: 57
PART I: HIGHWAY & ROADWAY CHARACTERISTICS
Sight Distance Obstructions?
(yes or no) E/B W/B Notes
1. Horizontal No No
2. Vertical No No
3. Superelevation (%) None None
4. Shoulder Conditions (paved or unpaved) Paved Paved
5. Profile Conditions (grade,%)
6. Commercial Driveway Characteristics
(at grade, dustpan, etc)
At-Grade At-Grade Driveways on both
sides
7. Pedestrian Traffic in the Roadway without
sidewalks (yes or no)
No No Sidewalks on both
sides
8. Adjacent Land Use
(residential, commercial, office, etc)
Commercial, office Commercial, office
9. Intersection Spacing and Offsets
(spacing, feet-offsets, yes or no)
No offsets No Offsets TS at Eisenhower &
Washington
Roundabouts at
Avenida Bermudas
& Desert Club
10. Pavement Condition
(good, satisfactory, poor)
Good Good
11. Truck Traffic (heavy, moderate, light) Light Light
12. Channelization (# of lanes, divided,
undivided, painted, or raised median)
1 lane with buffered
bike lane
1 lane with buffered
bike lane
12’ raised median,
bike lane on both
sides
13. Street Width and Alignment
(width, feet – straight or curved)
25’ 25’
14. Street Length
0.74 mi
15. Average Daily Traffic
16,381 (vpd)
16. Traffic Flow Characteristics
(heavy, moderate, light)
Light Light
17. Uniformity with the Community
(yes or no)
Yes Yes
18. Heavy On-Street Parking Turnover
(yes or no)
No No No parking allowed
on both sides
19. Street Lighting
Only at traffic signal
and roundabout
locations
CITY OF LA QUINTA
ENGINEERING & TRAFFIC SURVEY
STREET: Calle Tampico between Eisenhower Drive and Washington Street
LOCATION: 57
Direction Bi-directional Northbound *
Eastbound *
Southbound *
Westbound *
PART II: PREVAILING SPEED MEASUREMENT
Location of Radar Measurement
Date of Radar Measurement 3/23/2020
Time of Radar Measurement (24 hour) 11:00 AM to 11:45 AM
50%ile (mph) 85%ile (mph) 31 36
10 mph Pace (% of Vehicles) 26-35 (73%)
Average Speed (mph) 31
Number of Samples Observed 100
Posted Limit (mph) 45
PART III: ACCIDENT RECORDS
Time Period Evaluated 1/1/2017 TO 12/31/2019
Number of
Accidents Midblock 2
Midblock
Accident Rate
(Acc/MVM)
Expected-Statewide/Year 1.72 per MVM
Actual 0.15 per MVM
PART IV: ADDITIONAL REMARKS
Closest to 85th percentile speed
RECOMMENDED SPEED LIMIT 35 mph
* May be used in cases where two or more separate roadways are provided.
CERTIFICATION: I, Jeffrey Lau, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta
was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a
Professional Engineer (Traffic).
TE 2835
Jeffrey Lau Date State Registration Number
DATE:03/23/20 DAY:Monday TIME PERIOD:7:00 AM 8:00 AM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH)EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): Jefferson and Monroe
65 0 0 0
64 0 0 0 OBSERVATION POINT:
63 0 0 0
62 X 1 0 1
61 0 0 0 POSTED SPEED LIMIT:55 MPH OBSERVER:
60 X 0 1 1
59 0 0 0 COMMENTS:WEATHER:
58 X 1 0 1
57 0 0 0 ROAD SURFACE:
56 X X 2 0 2
55 X 0 1 1 ROAD CONDITION:
54 X 1 0 1
53 X X 2 0 2 DATA COLLECTION METHOD:
52 X X X X X 4 1 5
51 X X X X X X X X X X X X X 9 4 13
50 X X X X X X X X 4 4 8
49 X X X X X X X X X X X X X X X X 8 8 16
48 X X X X X X X X X X X 3 8 11
47 X X X X X X X 4 3 7
46 X X X X X X X X X X 7 3 10
45 X X X X X X 4 2 6
44 X X X X X 3 2 5
43 X X 2 0 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X 1 1 2
41 X 0 1 1
40 X 0 1 1 85TH %:52 51 51 M.P.H.
39 X X 1 1 2
38 X 1 0 1 50TH %:49 48 49 M.P.H.
37 0 0 0
36 0 0 0 15TH %:45 44 44 M.P.H.
35 X 0 1 1 *
34 0 0 0 *10 MPH PACE:44 - 53 44 - 53 44 - 53 M.P.H.
33 0 0 0 *
32 0 0 0 P % IN PACE:83%83%83%
31 0 0 0 A
30 0 0 0 C % OVER PACE:9%5%7%
29 0 0 0 E
28 0 0 0 *% UNDER PACE:9%12%10%
27 0 0 0 *
26 0 0 0 *ARITHMETIC MEAN:49 48 48 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE:18 18 18
23 0 0 0
22 0 0 0 STANDARD DEVIATION:4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN:0.31 0.42 0.18
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN:0.56 0.65 0.43 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
58 42 100
Avenue 54
RADAR
CITY OF LA QUINTA
S. Libring
SUNNY
DRY
NEW
TO
I:\107368 - La Quinta On-Call TE SVCS\2017 E&T Amendment- 5 Segments\Radar Sheets\RADAR FORM Ave 54.xlsx
DATE:03/23/20 DAY:Monday TIME PERIOD:11:55 AM 12:40 PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH)EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): Jefferson and Madison
65 0 0 0
64 0 0 0 OBSERVATION POINT:
63 X 1 0 1
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT:50 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS:WEATHER:
58 X 0 1 1
57 0 0 0 ROAD SURFACE:
56 X 0 1 1
55 0 0 0 ROAD CONDITION:
54 X X 0 2 2
53 X X 2 0 2 DATA COLLECTION METHOD:
52 X 1 0 1
51 X 1 0 1
50 0 0 0
49 X 1 0 1
48 X X 1 1 2
47 X X X X X 3 2 5
46 X X X X X X X X X 4 5 9
45 X X X X X X X X X X X X X X X X 8 8 16
44 X X X X X X X X X X 3 7 10
43 X X X X X X X X X X 5 5 10 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X X X X X X X 3 7 10
41 X X X X X 3 2 5
40 X X X 2 1 3 85TH %:47 46 47 M.P.H.
39 X X X X X X X X X 3 6 9
38 X X X 1 2 3 50TH %:44 44 44 M.P.H.
37 X X X X X 3 2 5
36 0 0 0 15TH %:39 39 39 M.P.H.
35 X 0 1 1 *
34 0 0 0 *10 MPH PACE:39 - 48 38 - 47 38 - 47 M.P.H.
33 0 0 0 *
32 0 0 0 P % IN PACE:74%85%80%
31 0 0 0 A
30 X 1 0 1 C % OVER PACE:13%9%12%
29 0 0 0 E
28 0 0 0 *% UNDER PACE:13%6%8%
27 0 0 0 *
26 0 0 0 *ARITHMETIC MEAN:44 44 44 M.P.H.
25 0 0 0
24 X 1 0 1 SAMPLE VARIANCE:36 20 27
23 0 0 0
22 0 0 0 STANDARD DEVIATION:6 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN:0.76 0.39 0.27
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN:0.87 0.62 0.52 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
47 53 100
Avenue 58
RADAR
CITY OF LA QUINTA
S. Libring
SUNNY
DRY
NEW
TO
I:\107368 - La Quinta On-Call TE SVCS\2017 E&T Amendment- 5 Segments\Radar Sheets\RADAR FORM Ave 58.xlsx
DATE:03/30/20 DAY:Monday TIME PERIOD:11:00 AM 11:40 AM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH)NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): Washington and Fred Waring
65 0 0 0
64 0 0 0 OBSERVATION POINT:
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT:N. P.MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS:WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 0 1 1
41 0 0 0
40 X 1 0 1 85TH %:32 34 33 M.P.H.
39 0 0 0
38 X 0 1 1 50TH %:29 30 29 M.P.H.
37 X 1 0 1
36 X X X X 1 3 4 15TH %:26 26 26 M.P.H.
35 X X X 2 1 3 *
34 X X X X 1 3 4 *10 MPH PACE:25 - 34 27 - 36 25 - 34 M.P.H.
33 X X X 1 2 3 *
32 X X X X X X X X X 5 4 9 P % IN PACE:87%81%84%
31 X X X X X X X X X X 5 5 10 A
30 X X X X X X X X X X X X X 7 6 13 C % OVER PACE:10%4%11%
29 X X X X X X X X X X X X 6 6 12 E
28 X X X X X X X X X X X 5 6 11 *% UNDER PACE:4%15%5%
27 X X X X X X X X X 6 3 9 *
26 X X X X X X X 4 3 7 *ARITHMETIC MEAN:29 30 30 M.P.H.
25 X X X X X X 5 1 6
24 X X X 1 2 3 SAMPLE VARIANCE:12 14 13
23 X X 1 1 2
22 0 0 0 STANDARD DEVIATION:3 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN:0.23 0.30 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN:0.48 0.55 0.36 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
52 48 100
RADAR
CITY OF LA QUINTA
S. Libring
SUNNY
DRY
FAIR
TO
Palm Royale
I:\107368 - La Quinta On-Call TE SVCS\2017 E&T Amendment- 5 Segments\Radar Sheets\RADAR FORM Palm Royale.xlsx
DATE:03/23/20 DAY:Monday TIME PERIOD:1:00 PM 2:00 PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH)NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): Avenue 50 and Calle Tampico
65 0 0 0
64 0 0 0 OBSERVATION POINT:
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT:40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS:WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 X 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 X 1 0 1
50 X 0 1 1
49 X 1 0 1
48 X 1 0 1
47 X 1 0 1
46 0 0 0
45 0 0 0
44 X 0 1 1
43 X 0 1 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 0 1 1
41 X X 1 1 2
40 X X 1 1 2 85TH %:38 39 39 M.P.H.
39 X X X X X X X 1 6 7
38 X X X X X X X X X 3 6 9 50TH %:34 36 36 M.P.H.
37 X X X X X X X X X X 3 7 10
36 X X X X X X X X X X X X X X X 7 8 15 15TH %:28 34 31 M.P.H.
35 X X X X X X X X X X X X 4 8 12 *
34 X X X X X X X X 5 3 8 *10 MPH PACE:30 - 39 31 - 40 30 - 39 M.P.H.
33 X X X X X 3 2 5 *
32 X X X X 3 1 4 P % IN PACE:71%85%78%
31 X X X X X 3 2 5 A
30 X X X 2 1 3 C % OVER PACE:13%12%13%
29 X 1 0 1 E
28 X X 2 0 2 *% UNDER PACE:17%4%9%
27 X X X 3 0 3 *
26 X X 1 1 2 *ARITHMETIC MEAN:35 37 36 M.P.H.
25 X 1 0 1
24 0 0 0 SAMPLE VARIANCE:33 19 26
23 0 0 0
22 0 0 0 STANDARD DEVIATION:6 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN:0.68 0.36 0.26
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN:0.82 0.60 0.51 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
48 52 100
Park Avenue
RADAR
CITY OF LA QUINTA
S. Libring
SUNNY
DRY
GOOD
TO
I:\107368 - La Quinta On-Call TE SVCS\2017 E&T Amendment- 5 Segments\Radar Sheets\RADAR FORM Park.xlsx
DATE:03/23/20 DAY:Monday TIME PERIOD:11:00 AM 11:45 AM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH)EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): Eisenhower and Washington
65 0 0 0
64 0 0 0 OBSERVATION POINT:
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT:45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS:WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 X X 0 2 2
40 X 1 0 1 85TH %:35 36 36 M.P.H.
39 X 1 0 1
38 X X X 3 0 3 50TH %:30 31 31 M.P.H.
37 X X X X X 0 5 5
36 X X X X X 3 2 5 15TH %:26 26 26 M.P.H.
35 X X X X X 3 2 5 *
34 X X X X X X X X X 5 4 9 *10 MPH PACE:26 - 35 28 - 37 26 - 35 M.P.H.
33 X X X X X X 2 4 6 *
32 X X X X X X 3 3 6 P % IN PACE:75%74%73%
31 X X X X X X X X X X 5 5 10 A
30 X X X X X X X 4 3 7 C % OVER PACE:15%4%17%
29 X X X X X X X X 5 3 8 E
28 X X X X X X X 3 4 7 *% UNDER PACE:9%21%10%
27 X X X X X X 3 3 6 *
26 X X X X X X X X X 7 2 9 *ARITHMETIC MEAN:31 31 31 M.P.H.
25 X X X 1 2 3
24 X X 1 1 2 SAMPLE VARIANCE:20 20 20
23 X X 1 1 2
22 X X 1 1 2 STANDARD DEVIATION:5 4 5 M.P.H.
21 X 1 0 1
20 0 0 0 VARIANCE OF THE MEAN:0.39 0.43 0.20
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN:0.62 0.66 0.45 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
53 47 100
Calle Tampico
RADAR
CITY OF LA QUINTA
S. Libring
SUNNY
DRY
NEW
TO
I:\107368 - La Quinta On-Call TE SVCS\2017 E&T Amendment- 5 Segments\Radar Sheets\RADAR FORM Tampico.xlsx