CC15 — Rancho Mirage City Council, July 18, 2024 (part 1 of 2)

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City of Rancho Mirage
2023 Citywide Engineering and Traffic Survey (E&TS) Report

MINAGAR & ASSOCIATES, INC.

0 MINAGAR & ASSOCIATES, INC.

Traffic/Civil/Electrical Engineering- ITS- Transportation Planning - CEM 23282 Mill Creek Dr, Suite 120, East Tower
Laguna Hills, CA 92653
Tel: (949) 707-1199

2023 CITYWIDE ENGINEERING AND

TRAFFIC SURVEY (E&TS) REPORT

CITY OF RANCHO MIRAGE, CA
September 25, 2023
City of Rancho Mirage
Public Works Department
69825 CA-111
Rancho Mirage, CA 92270

PREPARED BY:

PREPARED FOR:

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67 Cathedral City
Palm Desert
Thousand Palms
Unincorporated Community
Rancho Mirage
Proposed Posted Speeds Limit
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City of Rancho Mirage
2023 Citywide Engineering and Traffic Survey (E&TS) Report

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2 MINAGAR & ASSOCIATES, INC.

SEPTEMBER 25, 2023

2023 CITYWIDE ENGINEERING

AND TRAFFIC SURVEY (E&TS)

RANCHO MIRAGE, CA

PREPARED FOR:

CITY OF RANCHO MIRAGE ,

CALIFORNIA

PREPARED BY:

MINAGAR & ASSOCIATES, INC.

Traffic/Civil/Electrical Engineering - ITS - Transportation Planning - CEM

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City of Rancho Mirage
2023 Citywide Engineering and Traffic Survey (E&TS) Report

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3 MINAGAR & ASSOCIATES, INC.

CITY OF RANCHO MIRAGE, CA

2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY

I, Fred Minagar do hereby certify that this Engineering and Traffic Survey for the City of Rancho Mirage was performed under my supervision. I certify that I am both experienced in performing surveys of this type and am duly registered in the State of California as a professional Civil Engineer. The survey has been conducted in strict compliance with guidelines contained in the most current versions of the California Vehicle Code (CVC 2023) and the California Department of Transportation Manual on Uniform Traffic Control Devices (CA MUTCD 2014 Revision 7 [Effective March 10, 2023]). Data contained in this report represents a true and accurate description of existing traffic conditions collected and measured in the field on City of Rancho Mirage roadways.

_____________________________________________________
Fred Minagar, MS, RCE, PE, Registration No. 53466
Project Manager

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2023 Citywide Engineering and Traffic Survey (E&TS) Report

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Table of Contents
1 EXECUTIVE SUMMARY ........................................................................................................................... 5 2 BACKGROUND / DISCUSSION .............................................................................................................. 10 3 CURRENT REGULATIONS ..................................................................................................................... 11 4 SPEED ZONING PRINCIPLES ............................................................................................................... 12 5 METHODOLOGY ..................................................................................................................................... 14 Table 1: Speed Zoning Analysis Summary (Segments 1-10) ................................................................. 17 Table 2: Speed Zoning Analysis Summary Continued (Segments 11-20) .............................................. 18 Table 3: Speed Zoning Analysis Summary Continued (Segments 21-30) .............................................. 19 Table 4: Speed Zoning Analysis Summary Continued (Segments 31-40) .............................................. 20 Table 5: Speed Zoning Analysis Summary Continued (Segments 41-50) .............................................. 21 Table 6: Speed Zoning Analysis Summary Continued (Segments 51-60) .............................................. 22 Table 7: Speed Zoning Analysis Summary Continued (Segments 61-67) .............................................. 23 Table 8: Expected Statewide Speed-Related Traffic Collision Rates ..................................................... 25 Figure 1: Number of Crashes by Primary Crash Factor (PCF) Violation ................................................ 26 Figure 2: Number of Crashes by Crash Type.......................................................................................... 27 Table 9: Collision Data Analysis (Segments 1-21) .................................................................................. 28 Table 10: Collision Data Analysis (Segments 22-45) .............................................................................. 29 Table 11: Collision Data Analysis (Segments 46-67) .............................................................................. 30 6 ENGINEERING & TRAFFIC SURVEY RESULTS AND RECOMMENDATIONS ................................... 31 7 APPLICABLE VEHICLE CODES ............................................................................................................. 32 8 REFERENCES ......................................................................................................................................... 42

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2023 Citywide Engineering and Traffic Survey (E&TS) Report

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1 EXECUTIVE SUMMARY

This report recommends the establishment and renewal of valid posted speed limits for sixty- seven (67) street segments on thirty (30) citywide streets within the City of Rancho Mirage, California, and discusses the findings of an Engineering and Traffic Survey (E&TS) conducted by Minagar & Associates, Inc. which was used to determine these results. This E&TS Report was requested by and prepared for the City of Rancho Mirage as a record of existing conditions on the selected roadways, and to provide the City with a basis for updating and validating its currently posted speed limits on citywide streets.

Engineering and Traffic Surveys are required by the State of California to establish intermediate speed limits on local streets and to enforce those limits using radar or other speed measuring devices. In accordance with the latest relevant sections of the California Vehicle Code (CVC) and the California Manual on Uniform Traffic Control Devices (2014 CA MUTCD, Rev. 7 March 10, 2023), the E&TS at a minimum must consider, at a minimum, the following contributing factors toward the establishment of appropriate posted speed limits:

(1) Analysis of prevailing speeds, as determined by traffic engineering measurements; (2) Analysis of collision records for the most recent available January 1, 2018 – December 31, 2022 period;
(3) Other highway, traffic, and roadside conditions not readily apparent to drivers.

When qualifying an appropriate speed limit, local
authorities may consider factors such as roadway design speed, safe stopping sight distance, superelevation,
shoulder conditions, profile conditions, intersection
spacing and offsets, commercial driveway
characteristics, pedestrian and bicyclist safety, the 10- MPH pace range of prevailing traffic, roadside
development and environment, parking practices, and
the density of adjacent residential and/or business
frontage.

The findings of this E&TS reveal that 62 of the 67
surveyed street segments are recommended to remain
at their currently established speed limits as
documented, and would not require any changes to the existing posted regulatory signage or speed limit pavement markings. One (1) segment is recommended for increase of an existing posted speed limit, three (3) segments currently posted with different speed limits, which are proposed to be replaced with a singular uniform speed limit, and one (1) segment to have a posted speed limit installed where it is currently not posted.

The findings of this E&TS reveal
that 62 out of the 67 surveyed
street segments are
recommended to remain at their
currently established posted
speed limit as documented, and
would not require any changes
to the existing posted
regulatory signage or speed
limit pavement markings. 1
segment is recommended for
increase in the existing posted
speed limit.
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2023 Citywide Engineering and Traffic Survey (E&TS) Report

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The following list and map summarize the findings of the E&TS:

Summary of Proposed Speed Limits (67 Segments)
Maintain Existing Posted Speed Limit (62 Segments)

1.) Highway 111 – Rancho Rd. to Bob Hope Dr. 45 MPH

2.) Highway 111 – Bob Hope Dr. to Indian Trail 45 MPH

3.) Highway 111 – Indian Trail to Mirage Rd. 45 MPH

4.) Highway 111 – Mirage Rd. to Thunderbird Rd. 50 MPH

5.) Highway 111 – Thunderbird Rd. to Country Club Dr. 50 MPH

6.) Highway 111 – Country Club Dr. to Mirage Cove Dr. 50 MPH

7.) Highway 111 – Mirage Cove Dr. to Frank Sinatra Dr. 50 MPH

8.) Highway 111 – Frank Sinatra Dr. to One Mirage Place 50 MPH

9.) Bob Hope Dr. – Highway 111 to Clancy Ln. 45 MPH

10.) Bob Hope Dr. – Clancy Ln. to Country Club Dr. 50 MPH

11.) Bob Hope Dr. – Country Club Dr. to Frank Sinatra Dr. 45 MPH

12.) Bob Hope Dr. – Frank Sinatra Dr. to Gerald Ford Dr. 55 MPH

13.) Bob Hope Dr. – Gerald Ford Dr. to Dinah Shore Dr. 50 MPH

14.) Bob Hope Dr. – Dinah Shore Dr. to Ramon Rd. 55 MPH

15.) Bob Hope Dr. – Ramon Rd. to Interstate 10 45 MPH

16.) Cholla Ln. – Verbenia Rd. to Country Club Dr. 35 MPH

17.) Country Club Dr. – Highway 111 to Morningside Dr. 45 MPH

18.) Country Club Dr. – Morningside Dr. to Bob Hope Dr. 45 MPH

19.) Country Club Dr. – Bob Hope Dr. to Monterey Ave. 50 MPH

20.) Cypress Ln. – Palm View Rd. to Los Alamos Rd. 30 MPH

21.) Cypress Ln. – Los Alamos Rd. to East End 30 MPH

22.) Da Vall Dr. – Frank Sinatra Dr. to Gerald Ford Dr. 45 MPH

23.) Da Vall Dr. – Gerald Ford Dr. to Dinah Shore Dr. 50 MPH

25.) Da Vall Dr. – Ramon Rd. to Century Park Dr. 45 MPH

27.) Dinah Shore Dr. – Mission Hills Dr. to Bob Hope Dr. 50 MPH

29.) Dunes View Rd. – Highway 111 to Gardess Rd. 30 MPH

30.) Frank Sinatra Dr. – Ritz Carlton Hotel to Highway 111 35 MPH

31.) Frank Sinatra Dr. – Highway 111 to Morningside Dr. 50 MPH

32.) Frank Sinatra Dr. – Morningside Dr. to Bob Hope Dr. 50 MPH

33.) Frank Sinatra Dr. – Bob Hope Dr. to Monterey Ave. 55 MPH

34.) Gerald Ford Dr. – Plumley Rd. to Da Vall Dr. 50 MPH

35.) Gerald Ford Dr. – Da Vall Dr. to Bob Hope Dr. 50 MPH

36.) Gerald Ford Dr. – Bob Hope Dr. to Monterey Ave. 50 MPH

37.) Ginger Rogers Rd. – Victoria Falls gate to Bob Hope Dr. 30 MPH

38.) Ginger Rogers Rd. – Bob Hope Dr. to Via Josefina 40 MPH

39.) Indian Trail – Highway 111 to Halgar Rd. 30 MPH

40.) La Paz Rd. – Thompson Rd. to Los Reyes Dr. 30 MPH

41.) Los Alamos Rd. (S) – Tamarisk Ln. to Gerald Ford Dr. 35 MPH

42.) Los Alamos Rd. (N) – Dinah Shore Dr. to Ramon Rd. 50 MPH

43.) Los Reyes Dr. – La Paz Rd. to Sunny Ln. 30 MPH

44.) Magnesia Falls Dr. – Highway 111 to Joshua Rd. 30 MPH

45.) Magnesia Falls Dr. – Highway 111 to Gardess Rd. 30 MPH

46.) Mirage Rd. – Highway 111 to Indian Trail 30 MPH

47.) Monterey Ave. – South City Limit to Clancy Ln. 50 MPH

48.) Monterey Ave. – Clancy Ln. to Country Club Dr. 50 MPH

49.) Monterey Ave. – Country Club Dr. to Frank Sinatra Dr. 55 MPH (Continued next page)

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2023 Citywide Engineering and Traffic Survey (E&TS) Report

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Summary of Proposed Speed Limits (67 Segments)
Maintain Existing Posted Speed Limit (62 Segments) continued

50.) Monterey Ave. – Frank Sinatra Dr. to Gerald Ford Dr. 55 MPH

51.) Monterey Ave. – Gerald Ford Dr. to Dinah Shore Dr. 55 MPH

52.) Morningside Dr. – Country Club Dr. to Frank Sinatra Dr. 50 MPH

53.) Ocotillo Dr. – Highway 111 to Halgar Rd. 30 MPH

54.) Park View Dr. – East City Limit to West City Limit 45 MPH

55.) Plumley Rd. – Gerald Ford Dr. to Dinah Shore Dr. 35 MPH

56.) Ramon Rd. – Da Vall Dr. to Los Alamos Rd. 55 MPH

57.) Ramon Rd. – Los Alamos Rd. to Bob Hope Dr. 55 MPH

59.) Sahara Rd. – Mirage Rd. to Magnesia Falls Dr. 30 MPH

60.) San Jacinto Dr. – Rancho Las Palmas to RM Community Park 30 MPH

61.) San Jacinto Dr. – RM Community Park to Highway 111 30 MPH

62.) Sunny Ln. – Da Vall Dr. to Palm View Rd. 30 MPH

63.) Sunny Ln. – Palm View Rd. to Los Reyes Dr. 30 MPH

64.) Thompson Rd. – Frank Sinatra Dr. to La Paz Rd. 30 MPH

65.) Tamarisk Ln. – Palm View Rd. to Los Reyes Dr. 30 MPH

66.) Verbenia Rd. – Cholla Ln. to Monterey Ave. 40 MPH

Increase Existing Posted Speed Limit (1 Segment)

67.) Vista Dunes Rd. – Frank Sinatra Dr. to South cul-de-sac 25 MPH to 30 MPH

Install Posted Speed Limit (1 Segment)

58.) Ramon Rd. – Bob Hope Dr. to Interstate 10 45 MPH (Eastbound)

Replace Existing Posted Speed Limit Signs with a Unified Speed Limit (3 Segment)

24.) Da Vall Dr. – Dinah Shore Dr. to Ramon Rd. 45/50 MPH to 45 MPH

26.) Dinah Shore Dr. – Plumley Rd. to Mission Hills Dr. 45/50 MPH to 50 MPH

28.) Dinah Shore Dr. – Bob Hope Dr. to Monterey Ave. 45/50 MPH to 50 MPH

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2023 Citywide Engineering and Traffic Survey (E&TS) Report

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The proposed speed limits map and table is displayed in above and in Appendix A. A summary table of proposed changes to posted speeds is provided in Appendix B and Roadway Segment analysis of factors not readily apparent and traffic data summary certification sheets justifying posted speed limits for all 67 street segments are provided in Appendix C.

Additional supporting documentation of the survey’s methodology are provided in the following sections of this report, including project background, current speed regulations, speed zoning principles, survey methodology, daily traffic volume counts, and radar spot speed survey data

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67 Cathedral City
Palm Desert
Thousand Palms
Unincorporated Community
Rancho Mirage
Proposed Posted Speeds Limit
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upon which the overall conclusions of this engineering and traffic survey and recommended posted speed limits are based.

Radar speed survey sheets, 24-hour machine tube counts (ADT) data and speed gun calibration certificates are provided in Appendices D, E, & F respectively.

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2023 Citywide Engineering and Traffic Survey (E&TS) Report

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2 BACKGROUND / DISCUSSION
The California Manual on Traffic Uniform Control Devices (CA MUTCD 2014, Rev. 7 March 10, 2023) states that local agencies should conduct engineering studies at least once every 5, 7 or 14 years, in compliance with Section 40802 of the California Vehicle Code (CVC 2023) to reevaluate non-statutory speed limits on segments of their roadways that have undergone significant changes since the last review. Speed limits are used to both regulate and guide motorists’ speed choices, and are visibly posted on the roadside as a tool to reduce the dangers that drivers might otherwise impose on road users by driving at unsafe speeds.

It is a common assumption that the posting of a speed limit sign will lead to a motorist driving at that speed; however, historical evidence and research shows that the majority of drivers will travel at roadway speeds which seem the most reasonable given the prevailing driving conditions.

Speed regulations construed as unreasonable have the potential to be disregarded by an unsafe majority of motorists; therefore, a “reasonable” speed limit is commonly one that conforms to the actual behavior of the general motoring public. Based upon this concept, the California Vehicle Code (CVC) provides the Basic Speed Law which states that:

“No person shall drive a vehicle upon a highway at a speed greater than what 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.”

The purpose of controlling speed limits using law enforcement is not to burden motorists with unreasonable laws, but to give motorists a clear indication of the maximum driving speed that is reasonable and prudent under typical driving conditions, and reflects surrounding roadway and roadside conditions which may not be apparent to drivers. Speed limits established on the basis of an E&TS provide law enforcement officers with a means to regulate the top fringe of drivers who are disposed to reckless and unreliable driving behaviors, have faulty judgment, or will otherwise not conform to the Basic Speed Law and to what the majority of drivers find to be reasonable and prudent.

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2023 Citywide Engineering and Traffic Survey (E&TS) Report

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3 CURRENT REGULATIONS

Under California law, the maximum speed limit for any passenger vehicle is 65 miles per hour (mph). All other speed limits are called prima facie limits, which “at first sight”, are safe and prudent under normal conditions. Specific prima facie limits established by California law include the following:

■ 70 mph with the approval of the Department of the California Highway Patrol, may declare a higher maximum speed of 70 miles per hour for vehicles not subject to Section 22406.

■ 60, 55, 50, 45, 40, 35, 30, 25, 20, 15 mph 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 by the local authority.

In addition to the above prima facie speed limits, a local authority may declare and establish intermediate prima facie speed limits upon the basis of an Engineering and Traffic (E&TS) Survey in increments of 5 miles per hour up to 60 mph, or a maximum speed limit of 65 mph, whichever is found to be most appropriate in facilitating the orderly movement of traffic and is also reasonable and safe. Engineering and Traffic Surveys provide an analysis of roadway conditions, accident records, and the prevailing speed of drivers representatively traveling the highway under study.

Since unjustified speed limits can be difficult to enforce the E&TS is essential in preventing the establishment of speed limits which are below or above what is safe, and/or what the majority of drivers consider to be reasonable for the prevailing roadway, roadside and traffic conditions.

The California Vehicle Code (CVC) states that if prima facie speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects. An engineering and traffic survey is valid for up to seven (7) years if the speed measuring devices used for speed enforcement are certified and properly calibrated, and the enforcing officer has completed the required operating courses for the speed- measuring device used, per CVC 40802(c)(2)(B)(i)(I). If an engineering and traffic survey was conducted more than seven years prior to the date of the alleged violation, and a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred, including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume, 14 years [CVC 40802(c)(2)(B)(i)(II)].

Given the above requirements, the California Vehicle Code prohibits authorities from securing evidence as to the speed of any vehicle based on a speed trap. Conversely, drivers who do not comply with speed limits which have been lawfully justified and posted are subject to enforcement action. See Section 7 for CVC divisions and articles pertaining to this E&TS.

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2023 Citywide Engineering and Traffic Survey (E&TS) Report

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4 SPEED ZONING PRINCIPLES
Driver behavioral research has been conducted
over a span of several decades in many parts of
the country, and shows that the average driver
chooses his or her driving speed based on the
appearance of the highway itself and the prevailing
traffic conditions. Recognizing this, the CVC and
CA MUTCD require that speed limits be
established in accordance with appropriate
engineering practice and methods. The CA
MUTCD provides standards, guidance and
support for the preparation of engineering and traffic surveys. The CA MUTCD requires, at a minimum, that all three of the following factors be considered in determining appropriate speed limits that facilitate the safe, sensible and orderly flow of traffic:
■ Prevailing speeds
■ Collision records
■ Highway, traffic, and roadside conditions not readily apparent to the driver Prevailing Speeds
Measuring the typical speed, or prevailing speed, of existing traffic flow allows for the selection of an effective speed limit based on the presumption that the majority of motorists drive at speeds that are generally safe and reasonable. Prevailing speeds, the principal factor in setting an appropriate posted speed limit, are determined by conducting a radar-based spot speed survey along a particular segment and direction along a roadway to measure a sample number of vehicle speeds during generally free-flow traffic conditions. Radar Speed Survey was conducted to collect a minimum of 100 speed samples which were collected during morning and afternoon time periods (9:00 AM – 4:00 PM).

The resulting measured speed data is organized and analyzed to extract various speed characteristics and driver trends, such as the ten-mile pace range, average speed traveled, and the 85th percentile speed. The most significant speed attribute obtained from the survey is the 85th percentile speed, or critical speed, and is defined as one (1) standard deviation above 50th percentile (average speed), or simply the free-flow speed at or below which 85% of the motorists were surveyed to be traveling. Since only 15% of the motorists exceed this value, the 85th percentile speed is normally used as an initial (presumptive) value for the updated posted speed limit, and adjusted downward or upward as other conditions necessitate. Based upon current CA MUTCD guidelines and California state law, when a speed limit is to be posted, it shall be established at the nearest 5-MPH increment to the surveyed 85th percentile speed, except under the following optional conditions in which it may otherwise establish:

Option 1: The posted speed may be reduced by 5 MPH from the nearest 5-MPH increment to the 85th percentile speed upon due consideration for additional factors not readily apparent to the typical driver which have been appropriately justified and documented in the E&TS (CVC §22358.6 (b)).

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Option 2: For cases which require rounding up the field-surveyed 85th percentile speed to the nearest 5-MPH increment to the 85th percentile speed (e.g., 38 MPH rounded up to 40 MPH), the selected speed limit may instead be rounded down to the nearest 5-MPH increment below the surveyed 85th percentile speed, if no further reduction is used (CVC §22358.6 (c)).

In accordance with CVC §40802 a “speed trap” does not apply to active and posted school zones or “local streets” as defined in the current California Road System (CRS). A local authority may therefore post an appropriately established prima facie speed limit on such roadways without requiring a recent engineering and traffic survey or determination based on the procedures set forth in §22352, §22354, §22357 or 22358.3 of the code.

Collision Records
The most recent collision data must also be considered in setting appropriate speed limits. Drivers may underestimate the effects of higher speeds on crash probability and severity. An above- average collision rate, particularly due to unsafe speeding related incidents, might suggest conditions which are not readily apparent to motorists and should be considered when reevaluating the appropriate speed limit for the roadway segment.

Conditions Not Readily Apparent to Motorists
Each street segment was additionally evaluated to identify, verify and document any roadway, roadside, traffic and other significant features which may not be readily apparent to motorists, which may justify selecting a posted speed limit based on a five mile-per-hour reduction from the nearest 5-MPH increment to the 85th percentile speed. Such conditions would exist where the combined influence of one or more of these factors could result in uncharacteristic or unexpected driving conditions, and in turn affect the ability of drivers to properly judge the safest and most appropriate travel speed for a particular situation or location.

Examples of such factors include: shoulder conditions (e.g., on-street parking, closely-spaced and/or blind driveway traffic); sight distance and/or geometric constraints (e.g., narrow streets, horizontal roadway curvature, hilly grades, skewed or offset intersections); pedestrian and bicyclist safety (e.g., mid-block crosswalks, pedestrians in the roadway without sidewalks, bike lanes and routes); uniformity and consistency between contiguous speed zones (e.g., length of the speed zone, spacing and frequency of traffic-controlled intersections, speed zone transitions on “boundary line” streets); and land use conditions adjacent to the roadway (e.g., residential and business districts, commercial driveways, unexpected truck traffic, senior centers, etc.).

The CVC stipulates that, in the absence of other factors, physical conditions such as roadway width, curvature, grade and surface pavement conditions are considered to be readily apparent and are the responsibility of the driver to perceive and react to without requiring a special downwardly zoned posted speed limit, per CVC Section 22358.5. Valid consideration of one or more of the above conditions determined as not readily apparent to motorists, however, provides the required justification to allow for a 5-mile per hour (MPH) reduction from the nearest 5-MPH increment to the 85th percentile where engineering judgment presents evidence and documentation that an adjustment for these factors is needed to match the existing conditions with the traffic safety needs of the community and road users. 15-22

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2023 Citywide Engineering and Traffic Survey (E&TS) Report

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5 METHODOLOGY

Data Collection
In accordance with discussions with city staff, the scope of the study consisted of 67 roadway segments on 30 citywide streets within the City of Rancho Mirage. Study segments were determined by city staff, generally on the basis of previous zone designations established by earlier speed surveys.

Procedure
The primary goal of this E&TS is to determine the suitability of currently-posted speed limits in the City of Rancho Mirage, and resolve to either change or maintain as-is the designated speed limits along each of the surveyed speed zones. In order to make these determinations, the study compiled information both in the field and from City records on prevailing motorist speeds, recent collision history, comparative collision rates for similar roadway types, and any significant roadside conditions not evident to motorists. References under which this study was conducted include sections of the California Vehicle Code (CVC 2023) provided in Section 7 of this report and the California Manual on Uniform Traffic Control Devices (CA MUTCD 2014, Rev. 7 March 10, 2023) developed by Caltrans in cooperation with the USDOT/Federal Highway Administration (FHWA).

Speed Zoning
The principal method utilized in this E&TS was speed zoning, a process which uses prevailing speeds of drivers as a guide to establish reasonable speed limits for highway sections where original statutory speed limits set by State ordinance may be considered less suitable for the local conditions. Establishment of posted speed limits by speed zoning methods allows motorists to be informed of the safe speed limit under which to drive on a particular roadway under normal conditions, and also protects the general public from unreasonable and reckless drivers. Spot radar speed surveys were conducted to determine the prevailing speeds of drivers on each of the 67 segments.

The surveys were performed during normal, non-holiday weekdays in August of 2023 during typical daytime periods. The unimpeded free-flow speeds of individual vehicles were measured during the off-peak time periods (9:00 AM – 4:00 PM) with a minimum survey count of either one hundred (100) or two hundred (200) radar samples (i.e., approximately 50 and 100 per direction for street segments without or with raised medians respectively, or for 2 hours of survey). Detailed radar speed zoning sheets are included in Appendix D.

Following the collection of spot speed survey data, all radar measurements were organized, computed, analyzed and summarized on standard Traffic Survey Forms. Various speed-related characteristics were then determined, including the following:

85th Percentile Speed: The speed at which 85% of surveyed motorists did not exceed (i.e., no more than 15% of traffic exceeded) during the radar survey. Also called critical speed, equals one standard deviation from the average speed.

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50th Percentile Speed: The speed at which half of surveyed motorists did not exceed during the radar survey. Also called the median speed, by definition 50% of the observed speeds are below the median, and the other half are above the median.

10-MPH Pace: The 10-mile per hour range containing the largest percentage of speed observations; provides an alternative and more readily identifiable measure to the standard deviation to describe the dispersion of speeds within the survey sample. Consistency in travel speeds is evidenced by a pace that usually includes between 70% and 80% of the free-flowing vehicles. Similar reported statistical data includes the percentage of surveyed vehicles over and under the 10-MPH Pace range.

Average Speed: Equals the calculated average speed of all surveyed vehicles.

Also called the mean speed.

The above statistical attributes were obtained for each segment from the speed survey data collected in the field, and then applied using the CA MUTCD guidelines. The recommended speed limit was presumptively determined as the nearest 5-MPH increment to the 85th percentile speed of free-flowing traffic, with a downward 5-MPH adjustment applied if necessary to reflect the presence of conditions not readily apparent to drivers or to match the existing traffic needs of the community.

It is significant to note that former versions of the California MUTCD required that posted speed limits be presumptively set at the nearest 5-MPH increment to the surveyed the 85th percentile speed, and then adjusted by 5 MPH if justifiable and documented in the study. The most current release of the CA MUTCD (2014, Rev. 7 March 10, 2023), however, presently allows for speed limits to be set at the lower 5-MPH increment to the surveyed 85th percentile speed in those cases where the nearest 5-MPH increment would normally require rounding up, if no further reduction is used. In order to satisfy local traffic and roadway conditions, local agencies may apply this judgment at its own discretion without any required supporting documentation or reasons in the Engineering and Traffic Survey. The results of the speed zoning analysis are summarized in Tables 1 to 7.

Collisions Analysis

The collisions analysis compared recent collision history data with expected collision rates for similar roadway types. The analysis was based on a review of reported traffic accidents obtained from the City of Rancho Mirage, queried for the latest available traffic collision information from the Police Department’s traffic collisions record database for a period of 5 years (60 months) between January, 2018 and December, 2022. The raw collision data was then screened to consider only speeding-related accidents as the primary collision factor, based on the recommended practice provided in the CA MUTCD and Caltrans’ Traffic Manual. Non-speeding related accident reports were omitted from the analysis since this data does not directly correlate to vehicle speeding and can tend to overstate collision rates, particularly for shorter segments.

15-24

City of Rancho Mirage
2023 Citywide Engineering and Traffic Survey (E&TS) Report

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16 MINAGAR & ASSOCIATES, INC.

Prevailing collision rates for each segment were calculated by first determining the total number of speed-related collisions which have occurred during the selected 60-month period. This, along with the measured 24-hour average daily traffic volume of the segment from machine traffic counts collected in the field (see Appendix E for traffic tube machine counts) and the known segment length, was used in the standard formula below to determine the calculated collision rate for each segment, expressed in terms of collisions per million vehicle miles traveled:

Collision Rate (Collisions/MVM) = No. of Collisions x 1,000,000 __ ADT x Distance x No. of Days
where:

No. of Collisions Number of speed-related collisions on the segment during the selected analysis period (60 months), both directions
1,000,000 Conversion factor for Million-Vehicle-Miles (MVM) ADT Average Daily Traffic (vehicles per day), both directions Distance Roadway segment distance traveled by each vehicle (miles) No. of Days Number of days during the selected analysis period (i.e., 1.00 year = 365 days)

15-25

City of Rancho Mirage
2023 Citywide Engineering and Traffic Survey (E&TS) Report

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17 MINAGAR & ASSOCIATES, INC.

Table 1: Speed Zoning Analysis Summary (Segments 1-10)

From To Dist.
(mi.)Type LU Posted
(mph)
PPSL
(mph)
Rec.
(mph)
Highway 111 1 Rancho Rd. Bob Hope Dr.0.32 MJA C 41-50 66% 46 52 45 50 45 — Commercial, Truck Route. It is
recommended to maintain the existing
45 MPH posted speed (CA MUTCD
option 1).

Highway 111 2 Bob Hope Dr. Indian Trail 0.66 MJA C 41-50 70% 47 52 45 50 45 — Comemrcial, Truck Route. It is
recommended to maintain the existing
45 MPH posted speed (CA MUTCD
option 1).

Highway 111 3 Indian Trail Mirage Rd.0.29 MJA C/W 41-50 69% 44 51 45 50 45 — Commercial/Body of Water, Truck
Route. It is recommended to maintain
the existing 45 MPH posted speed (CA
MUTCD option 1).

Highway 111 4 Mirage Rd.Thunderbird Rd.0.81 MJA C/W/C&I/R/P 44-53 67% 48 53 50 55 50 — Commercial/Body of Water/Civic &
Institutional/Residential/Parks &
Recreation/Open Space, Truck Route.

It is recommended to maintain the
existing 50 MPH posted speed (CA
MUTCD option 2).

Highway 111 5 Thunderbird Rd. Country Club Dr.0.34 MJA R/P 46-55 72% 50 56 50 55 50 — Residential/Parks & Recreation/Open
Space, Truck Route. It is
recommended to maintain the existing
50 MPH posted speed (CA MUTCD
option 1).

Highway 111 6 Country Club Dr. Mirage Cove Dr.0.68 MJA C/R 41-50 73% 47 52 50 50 50 — Commercial/Residential, Truck Route. It
is recommended to maintain the
existing 50 MPH posted speed (85th
percentile speed).

Highway 111 7 Mirage Cove Dr. Frank Sinatra Dr.0.58 MJA C/C&I/P/UND 46-55 69% 50 55 50 55 50 — Commercial/Civic &Institutional/ Parks
& Recreation/Undeveloped, Truck
Route. It is recommended to maintain
the existing 50 MPH posted speed (CA
MUTCD option 1).

Highway 111 8 Frank Sinatra Dr. One Mirage Place 0.20 MJA C/UND 41-50 65% 47 54 50 55 50 — Commercial/Undeveloped, Truck
Route. It is recommended to maintain
the existing 50 MPH posted speed (CA
MUTCD option 2).

Bob Hope Dr.9 Highw ay 111 Clancy Ln.0.68 MNA C/R/W 42-51 58% 45 52 45 50 45 — Commercial/Residential/Body of Water,
Truck Route, Bike Lane. It is
recommended to maintain the existing
45 MPH posted speed (CA MUTCD
option 1).

Bob Hope Dr.10 Clancy Ln.Country Club Dr.0.75 MNA R/C 43-52 61% 47 52 45 50 45 — Residential/Commercial, Truck Route,
Bike Lane. It is recommended to
maintain the existing 45 MPH posted
speed (CA MUTCD option 1).

Speed Limit
Ch
a
n
g
e
Analysis/Justification(s)

ROADWAY INFORM ATION SPEED ZONING ANALYSIS
Street
No.

Segment Description 10-mi.

Pace
(mph)
% in
10-mi.

Pace
50th
Percentile
(mph)
85th
Percentile
(mph)
Dist.=Distance of segment C&I =Civic and Institutional
MJA =Major Arterial P =Parks & Recreation/Open
Space
MNA =Minor Arterial UND =Undeveloped
MC =Major Collector LU =Land Use
LOC =Local Street Posted =Existing Posted Speed Limit
C =Commercial PPSL =Presumptive Posted Speed
Limit
I =Industrial Rec.=Recommended Posted Speed
Limit
R =Residential (n/req)=Based on v85. No further
justification is required.

W =Body of Water ▲ =Speed Increase
S =School —=No Change
C&I =Civic and Institutional ▼ =Speed Decrease
KEY:
85th Percentile The speed at or below which 85% of the observed vehicles were surveyed to be traveling at
10-mi. Pace Equals the 10-mile per hour range in which the largest number of vehicles were observed to be traveling
% in 10-mi. Pace The percentage of the total vehicles observed traveling in the 10-mile per hour pace
50th Percentile The speed at which half of the observed speeds were observed below and half were observed above
DEFINITIONS:
15-26

City of Rancho Mirage
2023 Citywide Engineering and Traffic Survey (E&TS) Report

____________________________________________________________________________________

18 MINAGAR & ASSOCIATES, INC.

Table 2: Speed Zoning Analysis Summary Continued (Segments 11-20)

From To Dist.
(mi.)Type LU Posted
(mph)
PPSL
(mph)
Rec.
(mph)
Bob Hope Dr.11 Country Club Dr. Frank Sinatra Dr.1.00 MNA C&I/R/P 36-45 62% 43 51 45 50 45 — Civic & Institutionall/Residential/Parks &
Recreation/Open Space, Truck Route,
Bike Lane. It is recommended to
maintain the existing 45 MPH posted
speed (CA MUTCD option 1).

Bob Hope Dr.12 Frank Sinatra Dr. Gerald Ford Dr.1.00 MJA R/C&I/C 46-55 68% 51 58 55 60 55 — Residential/Civic & Institutional/
Commercial, Truck Route, Bike Lane. It
is recommended to maintain the
existing 55 MPH posted speed (CA
MUTCD option 2).

Bob Hope Dr.13 Gerald Ford Dr. Dina Shore Dr.1.00 MJA R/C/P 44-53 61% 47 54 50 55 50 — Residential/Commercial/Parks &
Recreation/Open Space, Truck Route,
Bike Lane. It is recommended to
maintain the existing 50 MPH posted
speed (CA MUTCD option 2).

Bob Hope Dr.14 Dina Shore Dr. Ramon Rd.1.10 MJA C/R 50-59 62% 54 60 55 60 55 — Commercial/Residential, Truck Route,
Bike Lane. It is recommended to
maintain the existing 55 MPH posted
speed (CA MUTCD option 1).

Bob Hope Dr.15 Ramon Rd. Interstate 10 0.29 MJA C/P 33-42 79% 47 42 45 40 45 — Commercial/Parks & Recreation/ Open
Space, Truck Route, Bike Lane. It is
recommended to maintain the existing
45 MPH posted speed (CA MUTCD
option 1).

Cholla Ln 16 Verbenia Rd. Country Club Dr.0.50 LOC R 35-44 68% 38 43 35 45 35 — Residential. It is recommended to
maintain the existing 35 MPH posted
speed (CA MUTCD option 2).

Country Club Dr.17 Highw ay 111 Morningside Dr.0.57 MC C/P/R/W 42-51 64% 46 52 45 50 45 — Commercial/Parks & Recreation/ Open
Space/Residential/Body of Water. It is
recommended to maintain the existing
45 MPH posted speed (CA MUTCD
option 1).

Country Club Dr.18 Morningside Dr. Bob Hope Dr.1.00 MC R/P/C 39-48 67% 45 51 45 50 45 — Residential/Parks & Recreation/Open
Space/Commercial, Bike Lane. It is
recommended to maintain the existing
45 MPH posted speed (CA MUTCD
option 1).

Country Club Dr.19 Bob Hope Dr. Monterey Ave.0.98 MNA C&I/C/R 38-47 71% 43 48 50 50 50 — Civic & Institutional/ Commercial/
Residential, Bike Lane. It is
recommended to maintain the existing
50 MPH posted speed (85th percentile
speed).

Cypress Ln.20 Palm View Rd. Los Alamos Rd.0.50 LOC R 24-33 55% 30 37 30 35 30 — Residential. It is recommended to
maintain the existing 30 MPH posted
speed (CA MUTCD option 1).

Speed Limit
Ch
a
n
g
e
Analysis/Justification(s)

ROADWAY INFORM ATION SPEED ZONING ANALYSIS
Street
No.

Segment Description 10-mi.

Pace
(mph)
% in
10-mi.

City of Rancho Mirage
2023 Citywide Engineering and Traffic Survey (E&TS) Report

____________________________________________________________________________________

19 MINAGAR & ASSOCIATES, INC.

Table 3: Speed Zoning Analysis Summary Continued (Segments 21-30)

From To Dist.
(mi.)Type LU Posted
(mph)
PPSL
(mph)
Rec.
(mph)
Cypress Ln.21 Los Alamos Rd.East End 0.50 LOC R 25-34 65% 31 36 30 35 30 — Residential. It is recommended to maintain
the existing 30 MPH posted speed (CA
MUTCD option 1).

Da Vall Dr.22 Frank Sinatra Dr. Gerald Ford Dr.1.00 MNA R 44-53 66% 48 54 45 55 45 — Residential, Bike Lane . It is
recommended to maintain the existing 45
MPH posted speed (CA MUTCD option 1).

Da Vall Dr.23 Gerald Ford Dr. Dina Shore Dr.1.00 MNA R/S 44-53 62% 50 57 50 55 50 — Residential/School, Bike Lane. It is
recommended to maintain the existing 50
MPH posted speed (CA MUTCD option 1).

Da Vall Dr.24 Dina Shore Dr. Ramon Rd.1.00 MNA C&I/P/R 42-51 72% 47 51 45/50 50 45 — Civic & Institutional/Parks & Recreation/
Open Space/Residential. It is
recommended to maintain the existing 45
MPH posted speed (CA MUTCD option 1).

Replace all other speed limit signs with 45
MPH sign to keep speed zone consistent.

Da Vall Dr.25 Ramon Rd. Century Park Dr.0.76 MNA R/C 41-50 57% 46 53 45 55 45 — Residential/Commercial, Bike Lane. It is
recommended to maintain the existing 45
MPH posted speed (CA MUTCD option 2).

Dinah Shore Dr.26 Plumley Rd.Mission Hills Dr.1.13 MNA R/P 42-51 64% 48 55 45/50 55 50 — Residential/Parks & Recreation/Open
Space, Truck Route, Bike Lane. It is
recommended to maintain the existing 50
MPH posted speed (CA MUTCD option 1).

Replace all other speed limit signs with 50
MPH sign to keep speed zone consistent.

Dinah Shore Dr.27 Mission Hills Dr.Bob Hope Dr.1.42 MNA R/P/C 47-56 67% 50 56 50 55 50 — Residential/Parks & Recreation/Open
Space/Commercial, Truck Route, Bike
Lane. It is recommended to maintain the
existing 50 MPH posted speed (CA
MUTCD option 1).

Dinah Shore Dr.28 Bob Hope Dr. Monterey Ave.1.00 MJA C/R 47-56 55% 50 60 45/50 60 50 — Commercial/Residential, Truck Route. It is
recommended to maintain the existing 50
MPH posted speed (CA MUTCD option 1).

Replace all other speed limit signs with 50
MPH sign to keep speed zone consistent.

Dunes View Rd 29 Highw ay 111 Gardess Rd.0.54 LOC C/R/P 25-34 86% 28 32 30 30 30 — Commercial/Residential/Parks &
Recreation/Open Space. It is
recommended to maintain the existing 30
MPH posted speed (85th percentile
speed).

Frank Sinatra Dr.30 Ritz-Carlton Hotel Highw ay 111 0.85 LOC C/R/UND/C&I 32-41 70% 36 41 35 40 35 — Commercial/Residential/Undeveloped/
Civic & Institutional. It is recommended to
maintain the existing 35 MPH posted
speed (CA MUTCD option 1).

Speed Limit
Ch
a
n
g
e
Analysis/Justification(s)

ROADWAY INFORM ATION SPEED ZONING ANALYSIS
Street
No.

Segment Description 10-mi.

Pace
(mph)
% in
10-mi.

Pace
50th
Percentile
(mph)
85th
Percentile
(mph)
Dist.=Distance of segment C&I =Civic and Institutional
MJA =Major Arterial P =Parks & Recreation/Open
Space
MNA =Minor Arterial UND =Undeveloped
MC =Major Collector LU =Land Use
LOC =Local Street Posted =Existing Posted Speed Limit
C =Commercial PPSL =Presumptive Posted Speed
Limit
I =Industrial Re c.=Recommended Posted Speed
Limit
R =Residential (n/req)=Based on v85. No further
justification is required.

City of Rancho Mirage
2023 Citywide Engineering and Traffic Survey (E&TS) Report

____________________________________________________________________________________

20 MINAGAR & ASSOCIATES, INC.

Table 4: Speed Zoning Analysis Summary Continued (Segments 31-40)

From To Dist.
(mi.)Type LU Posted
(mph)
PPSL
(mph)
Rec.
(mph)
Frank Sinatra Dr.31 Highw ay 111 Morningside Dr.1.25 MNA C/R/W/P 44-53 65% 48 54 50 55 50 — Commercial/Residential/Body of Water/
Parks & Recreation/Open Space, Bike
Lane. It is recommended to maintain the
existing 50 MPH posted speed (CA
MUTCD option 2).

Frank Sinatra Dr.32 Morningside Dr. Bob Hope Dr.1.00 MNA R/P 48-57 66% 51 56 50 55 50 — Residential/Parks & Recreation/Open
Space, Bike Lane. It is recommended to
maintain the existing 50 MPH posted
speed (CA MUTCD option 1).

Frank Sinatra Dr.33 Bob Hope Dr. Monterey Ave.0.98 MNA R/C 49-58 63% 52 58 55 60 55 — Residential/Commercial, Bike Lane. It is
recommended to maintain the existing 55
MPH posted speed (CA MUTCD option 2).

Gerald Ford Dr.34 Plumley Rd.Da Vall Dr.0.50 MNA R 43-52 65% 47 52 50 50 50 — Residential, Bike Lane. It is recommended
to maintain the existing 50 MPH posted
speed (85th percentile speed).

Gerald Ford Dr.35 Da Vall Dr.Bob Hope Dr.2.00 MNA R/P/C&I/C 45-54 63% 50 56 50 55 50 — Residential/Parks & Recreation/Open
Space/Civic & Institutional/Commercial,
Bike Lane. It is recommended to maintain
the existing 50 MPH posted speed (CA
MUTCD option 1).

Gerald Ford Dr.36 Bob Hope Dr. Monterey Ave.1.00 MNA C/R 46-55 74% 51 56 50 55 50 — Commercial/Residential, Bike Lane. It is
recommended to maintain the existing 50
MPH posted speed (CA MUTCD option 1).

Ginger Rogers Rd.37 Victoria Falls Gate Bob Hope Dr.0.19 LOC R/P 24-33 83% 26 31 30 30 30 — Residential/Parks & Recreation/Open
Space. It is recommended to maintain the
existing 30 MPH posted speed (85th
percentile speed).

Ginger Rogers Rd.38 Bob Hope Dr. Via Josefina 0.40 LOC C/R 24-33 83% 28 34 40 35 40 — Commercial/Residential. It is
recommended to maintain the existing 40
MPH posted speed (CA MUTCD option 2).

Indian Trail 39 Highw ay 111 Halgar Rd.0.46 LOC S/R/C 23-32 92% 28 30 30 30 30 — School/Residential/Commercial. It is
recommended to maintain the existing 30
MPH posted speed (85th percentile
speed).

La Paz Rd.40 Thompson Rd. Los Reyes Dr.0.31 LOC R 30-39 64% 35 41 30 40 30 — Residential. It is recommended to maintain
the existing 30 MPH posted speed (CA
MUTCD option 1).

Speed Limit
Ch
a
n
g
e
Analysis/Justification(s)

ROADWAY INFORM ATION SPEED ZONING ANALYSIS
Street
No.

Segment Description 10-mi.

Pace
(mph)
% in
10-mi.

Pace
50th
Percentile
(mph)
85th
Percentile
(mph)
Dist.=Distance of segment C&I =Civic and Institutional
MJA =Major Arterial P =Parks & Recreation/Open
Space
MNA =Minor Arterial UND =Undev eloped
MC =Major Collector LU =Land Use
LOC =Local Street Posted =Existing Posted Speed Limit
C =Commercial PPSL =Presumptive Posted Speed
Limit
I =Industrial Rec.=Recommended Posted Speed
Limit
R =Residential (n/req)=Based on v85. No further
justification is required.

City of Rancho Mirage
2023 Citywide Engineering and Traffic Survey (E&TS) Report

____________________________________________________________________________________

21 MINAGAR & ASSOCIATES, INC.

Table 5: Speed Zoning Analysis Summary Continued (Segments 41-50)

From To Dist.
(mi.)Type LU Posted
(mph)
PPSL
(mph)
Rec.
(mph)
Los Alamos Rd. (S)41 Tamarisk Ln. Gerald Ford Dr.0.50 LOC C/R 30-39 75% 33 37 35 35 35 — Commercial/Residential. It is
recommended to maintain the existing
35 MPH posted speed (85th percentile
speed).

Los Alamos Rd. (N)42 Dina Shore Dr. Ramon Rd.1.00 MNA R/P 45-54 68% 47 54 50 55 50 — Residential/Parks & Recreation/Open
Space, Bike Lane. It is recommended to
maintain the existing 50 MPH posted
speed (CA MUTCD option 2).

Los Reyes Dr.43 La Paz Rd. Sunny Ln.0.26 LOC R/P 26-35 73% 30 35 30 35 30 — Residential/ Parks & Recreation/Open
Space. It is recommended to maintain
the existing 30 MPH posted speed (CA
MUTCD option 1).

Magnesia Falls Dr.44 Highw ay 111 Joshua Rd.0.47 LOC C/R/P 22-31 86% 26 31 30 30 30 — Commercial/Residential/Parks &
Recreation/Open Space. It is
recommended to maintain the existing
30 MPH posted speed (85th percentile
speed).

Magnesia Falls Dr.45 Highw ay 111 Gardess Rd.0.52 LOC R/C 26-35 88% 30 33 30 35 30 — Residential/Commercial. It is
recommended to maintain the existing
30 MPH posted speed (CA MUTCD
option 2).

Mirage Rd.46 Highw ay 111 Indian Trail 0.42 LOC C/W/R/S 27-36 78% 31 35 30 35 30 — Commercial/Body of Water/Residential/
School. It is recommended to maintain
the existing 30 MPH posted speed (CA
MUTCD option 1).

Monterey Ave.47 South City Limit Clancy Ln.0.88 MNA R/P/W 46-55 69% 49 54 50 55 50 — Residential/Parks & Recreation/Open
Space/Body of Water, Truck Route. It is
recommended to maintain the existing
50 MPH posted speed (CA MUTCD
option 2).

Monterey Ave.48 Clancy Ln. Country Club Dr.0.75 MNA C&I/R/C 43-52 79% 47 51 50 50 50 — Civic & Institutional/Residential/
Commercial, Truck Route. It is
recommended to maintain the existing
50 MPH posted speed (85th percentile
speed).

Monterey Ave.49 Country Club Dr. Frank Sinatra Dr.1.00 MJA C/P/R 46-55 70% 52 57 55 55 55 — Commercial/Parks & Recreation/Open
Space/Residential, Truck Route, Bike
Lane. It is recommended to maintain the
existing 55 MPH posted speed (85th
percentile speed).

Monterey Ave.50 Frank Sinatra Dr. Gerald Ford Dr.1.00 MJA C/R 45-54 66% 53 58 55 60 55 — Commercial/Recreational, Truck Route,
Bike Lane. It is recommended to maintain
the existing 55 MPH posted speed (CA
MUTCD option 2).

Speed Limit
Ch
a
n
g
e
Analysis/Justification(s)

ROADWAY INFORM ATION SPEED ZONING ANALYSIS
Street
No.

Segment Description 10-mi.

Pace
(mph)
% in
10-mi.

City of Rancho Mirage
2023 Citywide Engineering and Traffic Survey (E&TS) Report

____________________________________________________________________________________

22 MINAGAR & ASSOCIATES, INC.

Table 6: Speed Zoning Analysis Summary Continued (Segments 51-60)

From To Dist.
(mi.)Type LU Posted
(mph)
PPSL
(mph)
Rec.
(mph)
Monterey Ave.51 Gerald Ford Dr. Dina Shore Dr.1.00 MJA R/C 47-56 61% 50 55 55 55 55 — Residential/Commercial, Truck Route,
Bike Lane. It is recommended to maintain
the existing 55 MPH posted speed (85th
percentile speed).

Morningside Dr.52 Country Club Dr. Frank Sinatra Dr.1.00 MC R 44-53 72% 49 53 50 55 50 — Residential, Bike Lane. It is
recommended to maintain the existing
50 MPH posted speed (CA MUTCD
option 2).

Ocotillo Dr.53 Highw ay 111 Halgar Rd.0.47 LOC R/C 26-35 84% 30 32 30 30 30 — Residential/Commercial. It is
recommended to maintain the existing
30 MPH posted speed (85th percentile
speed).

Park View Dr.54 East City Limit West City Limit 0.46 LOC C/R/W 40-49 72% 44 50 45 50 45 — Commercial/Residential/Body of Water,
Bike Lane. It is recommended to maintain
the existing 45 MPH posted speed (CA
MUTCD option 1).

Plumley Rd.55 Gerald Ford Dr. Dina Shore Dr.1.00 LOC R/S/C&I 30-39 75% 34 39 35 40 35 — Residential/School/Civic & Institutional. It
is recommended to maintain the existing
35 MPH posted speed (CA MUTCD
option 2).

Ramon Rd.56 Da Vall Dr.Los Alamos Rd.1.00 MJA C&I/C/R/P 48-57 57% 53 61 55 60 55 — Civic & Institutional/Commercial/
Residential/Parks & Recreation/Open
Space, Truck Route, Bike Lane. It is
recommended to maintain the existing
55 MPH posted speed (CA MUTCD
option 1).

Ramon Rd.57 Los Alamos Rd. Bob Hope Dr.0.73 MJA C/R 49-58 61% 53 61 55 60 55 — Commercial/Residential, Truck Route,
Bike Lane. It is recommended to maintain
the existing 55 MPH posted speed (CA
MUTCD option 1).

Ramon Rd.58 Bob Hope Dr.Interstate 10 0.37 MJA C/P 37-46 63% 41 47 45 45 45 — Commercial/Parks & Recreation/Open
Space, Truck Route. It is recommended
to install a 45 MPH posted speed limit
sign in the eastbound direction on
Ramon Rd between Bob Bope Drive to
Interstate 10 (85th percentile speed).

Sahara Rd.59 Mirage Rd.Magnesia Falls Dr.0.98 LOC R/C 27-36 86% 32 36 30 35 30 — Residential/Commercial. It is
recommended to maintain the existing
30 MPH posted speed (CA MUTCD
option 1).

San Jacinto Dr.60 Rancho Las Palmas Dr. RM Community Park 0.30 LOC C/R/P 28-37 71% 32 37 30 35 30 — Commercial/Residential/Parks &
Recreation/Open Space. It is
recommended to maintain the existing
30 MPH posted speed (CA MUTCD
option 1).

Speed Limit
Ch
a
n
g
e
Analysis/Justification(s)

ROADWAY INFORM ATION SPEED ZONING ANALYSIS
Street
No.

Segment Description 10-mi.

Pace
(mph)
% in
10-mi.

City of Rancho Mirage
2023 Citywide Engineering and Traffic Survey (E&TS) Report

____________________________________________________________________________________

23 MINAGAR & ASSOCIATES, INC.

Table 7: Speed Zoning Analysis Summary Continued (Segments 61-67)

From To Dist.
(mi.)Type LU Posted
(mph)
PPSL
(mph)
Rec.
(mph)
San Jacinto Dr.61 RM Community Park Highw ay 111 0.38 LOC P/C 24-33 72% 31 37 30 35 30 — Parks & Recreation/Open
Space/Commercial. It is recommended
to maintain the existing 30 MPH posted
speed (CA MUTCD option 1).

Sunny Ln.62 Da Vall Dr.Palm View Rd.0.50 LOC R 32-41 68% 36 41 30 40 30 — Residential. It is recommended to
maintain the existing 30 MPH posted
speed (CA MUTCD option 1).

Sunny Ln.63 Palm View Rd.Los Reyes Dr.0.69 LOC R 25-34 73% 30 35 30 35 30 — Residential. It is recommended to
maintain the existing 30 MPH posted
speed (CA MUTCD option 1).

Thompson Rd.64 Frank Sinatra Dr. La Paz Rd.0.25 LOC R 27-36 75% 31 35 30 35 30 — Residential. It is recommended to
maintain the existing 30 MPH posted
speed (CA MUTCD option 1).

Tamarisk Ln.65 Palm View Rd.Los Reyes Dr.0.69 LOC R 25-34 65% 31 38 30 40 30 — Residential. It is recommended to
maintain the existing 30 MPH posted
speed (CA MUTCD option 2).

Verbenia Rd.66 Cholla Ln.Monterey Ave.0.50 LOC R 32-41 55% 40 49 40 50 40 — Residential. It is recommended to
maintain the existing 40 MPH posted
speed (CA MUTCD option 2).

Vista Dunes Rd.67 Frank Sinatra Dr. South Cul-de-sac 0.89 LOC R/C 30-39 67% 36 43 25 45 30 ▲ Residential/Commercial, Bike Lane.It is
recommended to increase the existing
25 MPH posted speed to 30 MPH (CA
MUTCD option 2).

ROADWAY INFORM ATION SPEED ZONING ANALYSIS
Street
No.

Segment Description 10-mi.

Pace
(mph)
% in
10-mi.

Pace
50th
Percentile
(mph)
85th
Percentile
(mph)
Speed Limit
Ch
a
n
g
e
Analysis/Justification(s)
Dist.=Distance of segment C&I =Civic and Institutional
MJA =Major Arterial P =Parks & Recreation/Open
Space
MNA =Minor Arterial UND =Undeveloped
MC =Major Collector LU =Land Use
LOC =Local Street Posted =Existing Posted Speed Limit
C =Commercial PPSL =Presumptive Posted Speed
Limit
I =Industrial Rec.=Recommended Posted Speed
Limit
R =Residential (n/req)=Based on v85. No further
justification is required.

City of Rancho Mirage
2023 Citywide Engineering and Traffic Survey (E&TS) Report

MINAGAR & ASSOCIATES, INC.

In order to evaluate the collision behavior of each street segment, the calculated collision rate for each segment was compared to the average statewide collision rates for streets with comparable characteristics.

Table 8 shows the average statewide collision rates obtained from Caltrans’ Collision Data on California State Highways, adjusted to represent proportional rates for speeding-related collisions. These expected rates were used to identify survey segments which exhibit a higher- than-expected collision rate.

The results of the accident analysis for the 67 roadway segments are summarized in Table 9 to

11. Survey of Street Segments

Minagar & Associates, Inc. staff evaluated each of the 67 roadway segments to observe the following existing roadway, roadside and traffic conditions, and identify individual or combined factors which may not be readily apparent to drivers.

■ Segment length
■ Roadway pavement width
■ Number of travel lanes
■ Center median division
■ Type and frequency of traffic controls on the primary road ■ Sight distance and visibility of driveways and side street traffic due to:
o Horizontal curvature
o Vertical alignment and grade shifts
o On-street parking
o Large street trees planted in the median and/or adjacent parkway(s) o Two-way left turn traffic in the center lane
o Offset or skewed intersection approaches
■ Roadway lighting
■ Abutting land use density and property access along the roadway ■ Commercial and residential driveway spacing
■ Bicyclists and bike lanes/routes
■ Heavy vehicle, golf cart, and NEV/LSV traffic
■ Pedestrians, crosswalks, sidewalks, school children walking along roadway due to the absence or discontinuity of sidewalks

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Table 8: Expected Statewide Speed-Related Traffic Collision Rates

ROADWAY TYPE* (URBAN) EXPECTED ACCIDENT RATE**
2 - 3 Lanes 1.04 collisions per million vehicle miles
4+ Undivided Lanes 1.04 collisions per million vehicle miles 4+ Divided Lanes 1.00 collisions per million vehicle miles

Source: 2020 Caltrans Annual Collision Data on California State Highways - Crash Summary for District 8 Agency, Department of Transportation, Division of Research, Innovation, and System Information. Sacramento, California. * Based on FHWA approved 2010 adjusted urban area boundaries which are derived from the 2010 Census urban area boundaries ** Basic Average Accident Rates tabulation data. Number of lanes are for both directions of travel and are applicable for both uni- and bi-directional surveyed roadway segments.

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Overall, from January 1, 2018 to December 31, 2022, there has been a total of 339 collisions reported on the Transportation Injury Mapping System (TIMS), based on Statewide Integrated Traffic Records System (SWITRS) that included 7 fatalities and 496 injured victims. Of the 339 collisions, Primary Collision Factor (PCF) violations that caused most of the collisions were unsafe speed (114 crashes), traffic signals and signs (60 crashes), and automobile right of way (46 crashes) shown on Figure 1.

Figure 1: Number of Crashes by Primary Crash Factor (PCF) Violation (January 1, 2018 - December 31, 2022)

Source: University of California, Berkeley Transportation Injury Mapping System (TIMS)

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Figure 2 shows the Number of Crashes by Type of Crash for collisions on roads or highways that have occurred in the City of Rancho Mirage from January 1, 2018 to December 31, 2022. The most common types of collision were rear end (135 crashes), broadside (99 crashes), and hit object (39 crashes).

Figure 2: Number of Crashes by Crash Type
(January 1, 2018 - December 31, 2022)

Source: University of California, Berkeley Transportation Injury Mapping System (TIMS)

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Table 9: Collision Data Analysis (Segments 1-21)
(January 1, 2018 - December 31, 2022)

From To No. of
Lanes 1
Divisio
n
Expected 4
(A/MVM)
Calculated 5
(A/MVM)
Highway 111 1 Rancho Rd. Bob Hope Dr.6 D N/S 0.32 37,787 5 1.00 0.23 Highway 111 2 Bob Hope Dr. Indian Trail 6 D N/S 0.66 26,697 3 1.00 0.09 Highway 111 3 Indian Trail Mirage Rd.6 D N/S 0.29 26,786 2 1.00 0.14 Highway 111 4 Mirage Rd. Thunderbird Rd.6 D N/S 0.81 27,327 4 1.00 0.10 Highway 111 5 Thunderbird Rd. Country Club Dr.6 D N/S 0.34 28,387 2 1.00 0.11 Highway 111 6 Country Club Dr. Mirage Cove Dr.6 D N/S 0.68 30,910 3 1.00 0.08 Highway 111 7 Mirage Cove Dr. Frank Sinatra Dr.6 D N/S 0.58 28,601 4 1.00 0.13 Highway 111 8 Frank Sinatra Dr. One Mirage Place 6 D N/S 0.20 38,403 1 1.00 0.07 Bob Hope Dr.9 Highw ay 111 Clancy Ln.4 D N/S 0.68 15,615 1 1.00 0.05 Bob Hope Dr.10 Clancy Ln. Country Club Dr.4 D N/S 0.75 15,634 1 1.00 0.05 Bob Hope Dr.11 Country Club Dr. Frank Sinatra Dr.4 D N/S 1.00 19,384 3 1.00 0.08 Bob Hope Dr.12 Frank Sinatra Dr. Gerald Ford Dr.4 D N/S 1.00 16,246 6 1.00 0.20 Bob Hope Dr.13 Gerald Ford Dr. Dina Shore Dr.4 D N/S 1.00 18,012 6 1.00 0.18 Bob Hope Dr.14 Dina Shore Dr. Ramon Rd.5 D N/S 1.10 17,922 2 1.00 0.06 Bob Hope Dr.15 Ramon Rd. Interstate 10 6 D N/S 0.29 18,732 3 1.00 0.30 Cholla Ln 16 Verbenia Rd. Country Club Dr.2 U N/S 0.50 452 0 1.04 0.00 Country Club Dr.17 Highw ay 111 Morningside Dr.4 U E/W 0.57 5,188 2 1.04 0.37 Country Club Dr.18 Morningside Dr. Bob Hope Dr.2/4 U/D E/W 1.00 6,594 1 1.04 0.08 Country Club Dr.19 Bob Hope Dr. Monterey Ave.4 D E/W 0.98 20,348 1 1.00 0.03 Cypress Ln.20 Palm View Rd. Los Alamos Rd.2 U E/W 0.50 310 0 1.04 0.00 Cypress Ln.21 Los Alamos Rd.East End 2 U E/W 0.50 383 0 1.04 0.00

ROADWAY INFORM ATION COLLISION ANALYSIS
Street
No.

Segment Limits Roadway Type
Direction
of Travel
Length
(mi.)
ADT
(vpd)
Number of
Collisions 2
,3
Collision Rate
Notes:
[2] Over a 5-year period from 1/1/18 to 12/31/22. Data compiled from U.C. Berkeley Transportation Injury Mapping System (TIMS). [3] Collisions pertaining to unsafe speed as the primary collision factor. [4] Per Million Vehicle Miles (MVM)
w here:

No. of Collisions = Total number of speed-related collisions recorded on the segment for period of 5.00 years (1825 days) ADT = Average Daily Traffic (vehicles per day, both directions of traffic except for one-sided segments as indicated) Distance = Total length of segment (miles)
No. of Days = 365 days for a duration period of 1.00 years of collision data Bold/Underline =Calculated collision rate is higher than the expected rate for a similar roadway type LEGEND
ADT: Average Daily Traffic (in vehicles per day, both directions of traffic) A/MVM: Accidents Per Million Vehicle Miles
D: Divided
U: Undivided
[1] Includes both directions of traffic on the selected roadw ay segment [5] Collisions per Million Vehicle-Miles of Travel =No. of Collisions x 1,000,000 ADT x Distance x No. of Days
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Table 10: Collision Data Analysis (Segments 22-45)
(January 1, 2018 - December 31, 2022)

From To No. of
Lanes 1 Division Expected 4
(A/MVM)
Calculated 5
(A/MVM)
Da Vall Dr.22 Frank Sinatra Dr. Gerald Ford Dr.4 U/D N/S 1.00 9,158 0 1.04 0.00 Da Vall Dr.23 Gerald Ford Dr. Dina Shore Dr.4 D N/S 1.00 9,540 3 1.00 0.17 Da Vall Dr.24 Dina Shore Dr. Ramon Rd.2/4 U/D N/S 1.00 8,405 0 1.04 0.00 Da Vall Dr.25 Ramon Rd. Century Park Dr.3/4 U N/S 0.76 8,004 1 1.04 0.09 Dinah Shore Dr.26 Plumley Rd.Mission Hills Dr.4 D E/W 1.13 12,765 0 1.00 0.00 Dinah Shore Dr.27 Mission Hills Dr.Bob Hope Dr.4 D E/W 1.42 12,652 3 1.00 0.09 Dinah Shore Dr.28 Bob Hope Dr. Monterey Ave.6 D E/W 1.00 13,965 4 1.00 0.16 Dunes View Rd 29 Highw ay 111 Gardess Rd.2 U E/W 0.54 497 0 1.04 0.00 Frank Sinatra Dr.30 Ritz-Carlton Hotel Highw ay 111 2 U E/W 0.85 1,499 0 1.04 0.00 Frank Sinatra Dr.31 Highw ay 111 Morningside Dr.4 U/D E/W 1.25 15,453 2 1.04 0.06 Frank Sinatra Dr.32 Morningside Dr. Bob Hope Dr.4 D E/W 1.00 12,051 0 1.00 0.00 Frank Sinatra Dr.33 Bob Hope Dr. Monterey Ave.4 D E/W 0.98 12,545 3 1.00 0.13 Gerald Ford Dr.34 Plumley Rd.Da Vall Dr.4 U/D E/W 0.50 10,864 0 1.04 0.00 Gerald Ford Dr.35 Da Vall Dr.Bob Hope Dr.4 D E/W 2.00 10,034 2 1.00 0.05 Gerald Ford Dr.36 Bob Hope Dr. Monterey Ave.4 D E/W 1.00 11,436 0 1.00 0.00 Ginger Rogers Rd.37 Victoria Falls Gate Bob Hope Dr.2 U E/W 0.19 1,783 0 1.04 0.00 Ginger Rogers Rd.38 Bob Hope Dr. Via Josefina 2 U E/W 0.40 284 0 1.04 0.00 Indian Trail 39 Highw ay 111 Halgar Rd.2 U E/W 0.46 861 0 1.04 0.00 La Paz Rd.40 Thompson Rd. Los Reyes Dr.2 U E/W 0.31 877 1 1.04 2.02 Los Alamos Rd. (S)41 Tamarisk Ln. Gerald Ford Dr.2 U N/S 0.50 1,749 0 1.04 0.00 Los Alamos Rd. (N)42 Dina Shore Dr. Ramon Rd.4 D N/S 1.00 2,247 0 1.00 0.00 Los Reyes Dr.43 La Paz Rd. Sunny Ln.2 U N/S 0.26 704 0 1.04 0.00 Magnesia Falls Dr.44 Highw ay 111 Joshua Rd.2 U E/W 0.47 416 0 1.04 0.00 Magnesia Falls Dr.45 Highw ay 111 Gardess Rd.2 U E/W 0.52 539 0 1.04 0.00

ROADWAY INFORM ATION COLLISION ANALYSIS
Street
No.

Segment Limits Roadway Type
Direction
of Travel
Length
(mi.)
ADT
(vpd)
Number of
Collisions 2,3
Collision Rate
Notes:
[2] Over a 5-year period from 1/1/18 to 12/31/22. Data compiled from U.C. Berkeley Transportation Injury Mapping System (TIMS). [3] Collisions pertaining to unsafe speed as the primary collision factor. [4] Per Million Vehicle Miles (MVM)
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Table 11: Collision Data Analysis (Segments 46-67)
(January 1, 2018 - December 31, 2022)

From To No. of
Lanes 1 Division Expected 4
(A/MVM)
Calculated 5
(A/MVM)
Mirage Rd.46 Highw ay 111 Indian Trail 2 U N/S 0.42 636 0 1.04 0.00 Monterey Ave.47 South City Limit Clancy Ln.4 U/D N/S 0.88 27,427 6 1.04 0.14 Monterey Ave.48 Clancy Ln.Country Club Dr.4/5 U/D N/S 0.75 27,696 4 1.04 0.11 Monterey Ave.49 Country Club Dr. Frank Sinatra Dr.6 D N/S 1.00 27,703 4 1.00 0.08 Monterey Ave.50 Frank Sinatra Dr. Gerald Ford Dr.6 D N/S 1.00 27,582 3 1.00 0.06 Monterey Ave.51 Gerald Ford Dr. Dina Shore Dr.6 D N/S 1.00 26,260 5 1.00 0.10 Morningside Dr.52 Country Club Dr. Frank Sinatra Dr.4 D N/S 1.00 3,244 0 1.00 0.00 Ocotillo Dr.53 Highw ay 111 Halgar Rd.2 U E/W 0.47 220 0 1.04 0.00 Park View Dr.54 East City Limit West City Limit 2 U E/W 0.46 4,539 0 1.04 0.00 Plumley Rd.55 Gerald Ford Dr. Dina Shore Dr.2 U N/S 1.00 3,814 0 1.04 0.00 Ramon Rd.56 Da Vall Dr.Los Alamos Rd.6 D E/W 1.00 29,531 4 1.00 0.07 Ramon Rd.57 Los Alamos Rd. Bob Hope Dr.6 D E/W 0.73 27,415 0 1.00 0.00 Ramon Rd.58 Bob Hope Dr.Interstate 10 2/4 U/D E/W 0.37 19,992 2 1.04 0.15 Sahara Rd.59 Mirage Rd.Magnesia Falls Dr.2 U N/S 0.98 473 0 1.04 0.00 San Jacinto Dr.60 Rancho Las Palmas Dr. RM Community Park 2 U N/S 0.30 1,470 0 1.04 0.00 San Jacinto Dr.61 RM Community Park Highw ay 111 2 U E/W 0.38 534 0 1.04 0.00 Sunny Ln.62 Da Vall Dr.Palm View Rd.2 U E/W 0.50 928 0 1.04 0.00 Sunny Ln.63 Palm View Rd. Los Reyes Dr.2 U E/W 0.69 539 0 1.04 0.00 Thompson Rd.64 Frank Sinatra Dr. La Paz Rd.2 U N/S 0.25 1,043 0 1.04 0.00 Tamarisk Ln.65 Palm View Rd. Los Reyes Dr.2 U E/W 0.69 283 0 1.04 0.00 Verbenia Rd.66 Cholla Ln.Monterey Ave.2 U E/W 0.50 295 0 1.04 0.00 Vista Dunes Rd.67 Frank Sinatra Dr. South Cul-de-sac 2 U N/S 0.89 607 0 1.04 0.00

ROADWAY INFORM ATION COLLISION ANALYSIS
Street
No.

Segment Limits Roadway Type
Direction
of Travel
Length
(mi.)
ADT
(vpd)
Number of
Collisions 2,3
Collision Rate
Notes:
[2] Over a 5-year period from 1/1/18 to 12/31/22. Data compiled from U.C. Berkeley Transportation Injury Mapping System (TIMS). [3] Collisions pertaining to unsafe speed as the primary collision factor. [4] Per Million Vehicle Miles (MVM)
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6 ENGINEERING & TRAFFIC SURVEY RESULTS AND

RECOMMENDATIONS

This Engineering & Traffic Survey is intended to establish prima facie speed limits for 67 surveyed roadway segments in the City of Rancho Mirage, based on a thorough evaluation of the collected data and standard speed zoning practice. Prima Facie speed limits serve to advise drivers and law enforcement of what is the reasonable and prudent speed under normal conditions.

The field radar-measured 85th percentile speed was rounded to the nearest upper or lower 5-MPH increment, as appropriate, and used as the recommended posted speed limit. Where other significant factors were demonstrated, such as an above-average collision rate; traffic, roadway and roadside conditions not readily apparent to the driver; and/or the need to consider legal prima facie speed limits, the presumptive speed limit was adjusted upward or downward by a 5 mile per hour increment to the final recommended posted speed. In some cases where the roadway segment is located along a “local street” as designated by the California Road System (CRS), several of the existing posted speed limits are proposed to maintain as-is, notwithstanding presumptive posted speed limit, in order to meet the needs of the local community and prevailing road users in accordance with applicable provisions of the CVC (§40802, §22358, §22352, §22354, §22357, and 22358.3) allowing the local authority to do so.

The findings of this E&TS indicate that currently posted speed limits on 62 of the 67 surveyed segments will not change, and will remain as documented and posted to allow for continued radar enforcement until the next renewal of posted speeds is required during the next validation of this E&TS. 1 segment is recommended for an increase from their existing posted speed limits, 3 segments currently posted with different speed limits along the segment, are proposed to be replaced with a singular uniform speed limit, and 1 segment to have a posted speed limit installed where it is currently not posted.

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7 APPLICABLE VEHICLE CODES
The following codes were considered relevant in preparing the E&T Survey Report as provided in the 2023 California Vehicle Code (CVC):

■ 235 Business District
A "business district" is that portion of a highway and the property contiguous thereto:
(a) upon one side of which highway, for a distance of 600 feet, 50 percent or more of the contiguous property fronting thereon is occupied by buildings in use for business, or
(b) upon both sides of which highway, collectively, for a distance of 300 feet, 50 percent or more of the contiguous property fronting thereon is so occupied. A business district may be longer than the distances specified in this section if the above ratio of buildings in use for business to the length of the highway exists.

■ 240 Business and Residence Districts: Determination In determining whether a highway is within a business or residence district, the following limitations shall apply and shall qualify the definitions in Sections 235 and 515:
(a) No building shall be regarded unless its entrance faces the highway and the front of the building is within 75 feet of the roadway. (b) Where a highway is physically divided into two or more roadways only those buildings facing each roadway separately shall be regarded for the purpose of determining whether the roadway is within a district. (c) All churches, apartments, hotels, multiple dwelling houses, clubs, and public buildings, other than schools, shall be deemed to be business structures.
(d) A highway or portion of a highway shall not be deemed to be within a district regardless of the number of buildings upon the contiguous property if there is no right of access to the highway by vehicles from the contiguous property.

■ 515 Residence District
A "residence district" is that portion of a highway and the property contiguous thereto, other than a business district,
(a) upon one side of which 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, or
(b) upon both sides of which 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. A residence district may be longer than one-quarter of a mile if the above ratio of separate dwelling houses or business structures to the length of the highway exists

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■ 627 Engineering and Traffic Survey
(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.

■ 21400 Uniform Standards
(a) The Department of Transportation shall, after consultation with local agencies and public hearings, adopt rules and regulations prescribing uniform standards and specifications for all official traffic control devices placed pursuant to this code, including, but not limited to, stop signs, yield right-of-way signs, speed restriction signs, railroad warning approach signs, street name signs, lines and markings on the roadway, and stock crossing signs placed pursuant to Section 21364.

(b) The Department of Transportation shall, after notice and public hearing, determine and publicize the specifications for uniform types of warning signs, lights, and devices to be placed highway by a person engaged in performing work that interferes with or endangers the safe movement of traffic upon that highway. (c) Only those signs, lights, and devices as are provided for in this section shall be 15-42

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placed upon a highway to warn traffic of work that is being performed on the highway.

(d) Control devices or markings installed upon traffic barriers on or after January 1, 1984, shall conform to the uniform standards and specifications required by this section.

■ 22349 Maximum Speed Limit
(a) Except as provided in Section 22356, no person may drive a vehicle upon a highway at a speed greater than 65 miles per hour.
(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.

■ 22350 Basic Speed Law
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.

■ 22351 Speed Law Violations
(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.
■ 22352 Prima Facie Speed Limits
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:
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(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 flagman 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 other than a state highway, in any business or residence district unless a different speed is determined by local authority 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 25 MPH

SPEED LIMIT
"When approaching or
passing a school...
posted with a standard
‘SCHOOL’ warning
sign, while children are
going to or leaving the
school... during school
hours."
- Prima Facie Speed Limits:
25mph, California Vehicle
Code (CVC), D11 / Ch7 /
Art1 / §22352
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available to it to pay for the erection of those signs, including, but not limited to, donations from private sources.
■ 22357 Increase of Local Speed Limits to 65 Miles Per Hour (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.

■ 22357.1 Decrease Near Children's Playgrounds
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.

■ 22358 Decrease of Local Speed Limits
(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, or 25 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.

■ 22358.4 Decrease of Local Limits Near Schools or Senior Centers (a)
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miles per hour established by paragraph (2) of subdivision (a) 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. (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 mile-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 mile-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.

“No ordinance...shall be
effective...until all authorities
having jurisdiction of the
portions of the street
concerned have approved the
same.”

(Does not include boundary line
streets consisting of separate
roadways within different
jurisdictions)

- Boundary Line Streets
California Vehicle Code (CVC)
D11 / Ch7 / Art1 / §22359
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(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.
(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.
■ 22358.5 Downward Speed Zoning
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.

■ 22359 Boundary Line Streets
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.

■ 22361 Multiple-Lane Highways
On multiple-lane highways with two or more separate roadways different prima facie speed limits may be established for different roadways under any of the procedures specified in Sections 22354 to 22359, inclusive. 15-47

City of Rancho Mirage
2023 Citywide Engineering and Traffic Survey (E&TS) Report

____________________________________________________________________________________

39 MINAGAR & ASSOCIATES, INC.

■ 40801 Speed Trap Prohibition
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.

■ 40802 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.
(2) A particular section of a highway with a prima facie speed limit that is provided by this code or by local ordinance under paragraph (1) of subdivision (b) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects. This paragraph does not apply to a local street, road, or school zone. (b)
(1) For purposes of this section, a local street or road is one that is functionally classified as “local” on the “California Road System Maps,” that are approved by the Federal Highway Administration and maintained by the Department of Transportation. When a street or road does not appear on the “California Road System Maps,” it may be defined as a “local street or road” if it primarily provides access to abutting residential property and meets the following three conditions:
(A) Roadway width of not more than 40 feet.
(B) Not more than one-half of a mile of uninterrupted length.

Interruptions shall include official traffic control signals as defined in Section 445.
(C) Not more than one traffic lane in each direction.
(2) For purposes of this section "school zone" means that area approaching or passing a school building or the grounds thereof that is contiguous to a highway and on which is posted a standard "SCHOOL" warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. "School zone" also includes the area approaching or passing any 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 if that highway is posted with a standard "SCHOOL" warning sign.
(c)
15-48

City of Rancho Mirage
2023 Citywide Engineering and Traffic Survey (E&TS) Report

____________________________________________________________________________________

40 MINAGAR & ASSOCIATES, INC.

(1) When all of the following criteria are met, paragraph (2) of this subdivision shall be applicable and subdivision (a) shall not be applicable:
(A) When radar is used, the arresting officer has successfully completed a radar operator course of not less than 24 hours on the use of police traffic radar, and the course was
approved and certified by the Commission on Peace Officer Standards and Training.
(B) When laser or any other electronic device is used to measure the speed of moving objects, the arresting officer has successfully completed the training required in
subparagraph (A) and an additional training course of not less than two hours approved and certified by the
Commission on Peace Officer Standards and Training.
(C)
(i) The prosecution proved that the arresting officer
complied with subparagraphs (A) and (B) and that
an engineering and traffic survey has been
conducted in accordance with subparagraph (B) of
paragraph (2). The prosecution proved that, prior to
the officer issuing the notice to appear, the arresting officer established that the radar, laser, or other
electronic device conformed to the requirements of
subparagraph (D).
(ii) The prosecution proved the speed of the accused
was unsafe for the conditions present at the time of
alleged violation unless the citation was for a
violation of Section 22349, 22356, or 22406.
(D) The radar, laser, or other electronic device used to measure the speed of the accused meets or exceeds the minimal
operational standards of the National Traffic Highway Safety Administration, and has been calibrated within the three years prior to the date of the alleged violation by an
independent certified laser or radar repair and testing or calibration facility.
(2) A "speed trap" is either of the following:
(A) 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.
(B)
(i) A particular section of a highway or state highway
with a prima facie speed limit that is provided by this code or by local ordinance under paragraph (1) of
subdivision (b) of Section 22352, or established
“No peace officer or other
person shall use a speed trap
in arresting...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...”

- Speed Trap Prohibition
California Vehicle Code (CVC)
D17 / Ch3 / Art1 / §40801
15-49

City of Rancho Mirage
2023 Citywide Engineering and Traffic Survey (E&TS) Report

____________________________________________________________________________________

41 MINAGAR & ASSOCIATES, INC.

under Section 22354, 22357, 22358, or 22358.3, if
that prima facie speed limit is not justified by an
engineering and traffic survey conducted within one
of the following time periods, prior to the date of the alleged violation, and enforcement of the speed limit
involves the use of radar or any other electronic
device that measures the speed of moving objects:
(I) Except as specified in subclause (II), seven
years.
(II) If an engineering and traffic survey was
conducted more than seven years prior to the
date of the alleged violation, and a registered
engineer evaluates the section of the
highway and determines that no significant
changes in roadway or traffic conditions have
occurred, including, but not limited to,
changes in adjoining property or land use,
roadway width, or traffic volume, 14 years.
(ii) This subparagraph does not apply to a local street, road, or school zone, senior zone, business activity
district, or speed limit adopted under Section
22358.7 or 22358.8.

■ 40803 Speed Trap Evidence
(a) No evidence as to the speed of a vehicle upon a highway shall be admitted in any court upon the trial of any person in any prosecution under this code upon a charge involving the speed of a vehicle when the evidence is based upon or obtained from or by the maintenance or use of a speed trap. (b) In any prosecution under this code of a charge involving the speed of a vehicle, where enforcement involves the use of radar or other electronic devices which measure the speed of moving objects, the prosecution shall establish, as part of its prima facie case, that the evidence or testimony presented is not based upon a speed trap as defined in paragraph (2) of subdivision (a) of Section 40802.
(c) When a traffic and engineering survey is required pursuant to paragraph (2) of subdivision (a) of Section 40802, evidence that a traffic and engineering survey has been conducted within five years of the date of the alleged violation or evidence that the offense was committed on a local street or road as defined in paragraph (2) of subdivision (a) of Section 40802 shall constitute a prima facie case that the evidence or testimony is not based upon a speed trap as defined in paragraph (2) of subdivision (a) of Section 40802.

15-50

City of Rancho Mirage
2023 Citywide Engineering and Traffic Survey (E&TS) Report

____________________________________________________________________________________

42 MINAGAR & ASSOCIATES, INC.

8 REFERENCES

1. 2023 California Vehicle Codes (CVC)
- Division 1: Words and Phrases Defined. §100-681
- Division 11: Rules of the Road. Chapter 7, Article 1: Generally (Speed Laws). §22348- 22413
- Division 17: Offenses and Prosecution. Chapter 3, Article 1: Prosecutions Under Code. §40800-40808

2014 California Manual on Uniform Traffic Control Devices Revision 7, effective March 10, 2023 (CA MUTCD)
- Federal Highway Administration (FHWA), as amended for use in California. • Revision 7, effective March 10, 2023
- Chapter 2B: Regulatory Signs, Barricades, and Gates Sections 2B.13 (2B6-2B15) and 2B.18 (2B17-2B18)

2. Citywide Engineering & Traffic Survey (E&TS) Reports Conducted and Prepared by Minagar & Associates, Inc.

Minagar & Associates, Inc.’s Completed Citywide E&TS in Southern California

Agency Contract Year MUTCD Version # of Speed
Zone
Segments

1. City of Solana Beach 2023 CA MUTCD 2014 (Rev. 7, 2023) 29

2. City of Needles 2022 CA MUTCD 2014 (Rev. 6, 2021) 21

3. City of South Gate 2021-2022 CA MUTCD 2014 (Rev. 6, 2021) 49

4. City of Santa Fe Springs 2021-2022 CA MUTCD 2014 (Rev. 6, 2021) 115

5. City of Pomona 2020-2021 CA MUTCD 2014 (Rev. 5, 2020) 131

6. City of Beaumont 2017-2018 CA MUTCD 2014 (Rev. 2, 2017) 48

7. City of Bell 2017 CA MUTCD 2014 (Rev. 2, 2017) 14

8. City of Rancho Mirage 2017 CA MUTCD 2014 (Rev. 2, 2017) 66

9. City of Santa Fe Springs 2016-2017 CA MUTCD 2014 (Rev. 1, 2015) 115

10. City of South Pasadena 2014-2015 CA MUTCD 2014 60

11. City of Santa Fe Springs 2014 CA MUTCD 2012 115

12. City of Colton 2013-2014 CA MUTCD 2012 44

13. City of Culver City 2013 CA MUTCD 2012 70

14. City of Lawndale 2013 CA MUTCD 2012 22

15. City of South Pasadena 2012 CA MUTCD 2012 5

16. City of San Marino 2011 CA MUTCD 2010 59

17. City of South Pasadena 2010 CA MUTCD 2010 6

18. City of Manhattan Beach 2010 CA MUTCD 2010 (2009 Rev.) 51

19. City of Santa Fe Springs 2009 CA MUTCD 2006 115

20. City of Baldwin Park 2009 CA MUTCD 2006 54

21. City of Rancho Santa Margarita 2004 MUTCD 2003 (CA Supp.) 11

22. City of Baldwin Park 2004 MUTCD (CA Supp.) 54

23. City of Redondo Beach 2003 MUTCD 57
E&TS Projects – Total Radar Speed Zone Segments Surveyed 1,311

15-51

Appendix A
Proposed Speed Limits Map & Table

15-52

City of Rancho Mirage Proposed Speed Limits Map

25 MPH
30 MPH
35 MPH
40 MPH
45 MPH
50 MPH
55 MPH

Gerald Ford Dr.

Ramon Rd.

Ch
o
l
l
a

L
n
.

V
a
l
l

D
r
.

Dinah Shore Dr.

Mo
r
n
i
n
g
s
i
d
e

D
r
.

Plu
m
l
e
y

R
d
.

Verbenia Rd.

Vis
t
a

D
u
n
e
s

R
d
.

1 5

4 6

7 8

9 10

11 12
13 14
15 16

17 18 19

21 22
23 24
25 26 28
29 30

31 32

33 34

35 36

38 37

39 40

43 44

45 46

47 49

50 48
51 Frank Sinatra Dr.
52 Bo
b

H
o
p
e

D
r
.

53 54
55 56

57 58

59 3
2 61
60 20
62 64

63 41
65 66
67 Cathedral City
Palm Desert
Thousand Palms
Unincorporated Community
Rancho Mirage
Proposed Posted Speeds Limit
Lo
s

A
l
a
m
o
s

R
d
.

Country Club Dr.

Park View Dr.
42 27
= City Hall
= School
= Segment # #
N.T.S.

Mo
n
t
e
r
e
y

A
v
e
.

15-53

Survey Locations (Segments 1-21)

# Street Segment From To
1 Highway 111 Rancho Rd. Bob Hope Dr.
2 Highway 111 Bob Hope Dr. Indian Trail
3 Highway 111 Indian Trail Mirage Rd.
4 Highway 111 Mirage Rd. Thunderbird Rd.
5 Highway 111 Thunderbird Rd. Country Club Dr.
6 Highway 111 Country Club Dr. Mirage Cove Dr.
7 Highway 111 Mirage Cove Dr. Frank Sinatra Dr.
8 Highway 111 Frank Sinatra Dr. One Mirage Place
9 Bob Hope Dr. One Mirage Place Clancy Ln.
10 Bob Hope Dr. Clancy Ln. Country Club Dr.
11 Bob Hope Dr. Country Club Dr. Frank Sinatra Dr.
12 Bob Hope Dr. Frank Sinatra Dr. Gerald Ford Dr.
13 Bob Hope Dr. Gerald Ford Dr. Dina Shore Dr.
14 Bob Hope Dr. Dina Shore Dr. Ramon Rd.
15 Bob Hope Dr. Ramon Rd. Interstate 10
16 Cholla Ln. Verbenia Rd. Country Club Dr.
17 Country Club Dr. Highway 111 Morningside Dr.
18 Country Club Dr. Morningside Dr. Bob Hope Dr.
19 Country Club Dr. Bob Hope Dr. Monterey Ave.
20 Cypress Ln Palm View Rd. Los Alamos Rd.
21 Cypress Ln Los Alamos Rd. East End

15-54

Survey Locations (Segments 22-45) continued…

# Street Segment From To
22 Da Vall Dr. Frank Sinatra Dr. Gerald Ford Dr.
23 Da Vall Dr. Gerald Ford Dr. Dina Shore Dr.
24 Da Vall Dr. Dina Shore Dr. Ramon Rd.
25 Da Vall Dr. Ramon Rd. Century Park Dr.
26 Dinah Shore Dr. Plumley Rd. Mission Hills Dr.
27 Dinah Shore Dr. Mission Hills Dr. Bob Hope Dr.
28 Dinah Shore Dr. Bob Hope Dr. Monterey Ave.
29 Dunes View Rd Highway 111 Gardess Rd.
30 Frank Sinatra Dr. Ritz Carlton Hotel Highway 111
31 Frank Sinatra Dr. Highway 111 Morningside Dr.
32 Frank Sinatra Dr. Morningside Dr. Bob Hope Dr.
33 Frank Sinatra Dr. Bob Hope Dr. Monterey Ave.
34 Gerald Ford Dr. Plumley Rd. Da Vall Dr.
35 Gerald Ford Dr. Da Vall Dr. Bob Hope Dr.
36 Gerald Ford Dr. Bob Hope Dr. Monterey Ave.
37 Ginger Rogers Rd. Victoria Falls gate Bob Hope Dr.
38 Ginger Rogers Rd. Bob Hope Dr. Via Josefina
38 Ginger Rogers Rd. Bob Hope Dr. Via Josefina
39 Indian Trail Highway 111 Halgar Rd.
40 La Paz Rd. Thompson Rd. Los Reyes Dr.
41 Los Alamos Rd. (S) Tamarisk Ln. Gerald Ford Dr.
42 Los Alamos Rd. (N) Dina Shore Dr. Ramon Rd.
43 Los Reyes Dr. La Paz Rd. Sunny Ln.
44 Magnesia Falls Dr. Highway 111 Joshua Rd.
45 Magnesia Falls Dr. Highway 111 Gardess Rd.

15-55

Survey Locations (Segments 46-67) continued…

# Street Segment From To
46 Mirage Rd. Highway 111 Indian Trail
47 Monterey Ave. South City Limit Clancy Ln.
48 Monterey Ave. Clancy Ln. Country Club Dr.
49 Monterey Ave. Country Club Dr. Frank Sinatra Dr.
50 Monterey Ave. Frank Sinatra Dr. Gerald Ford Dr.
51 Monterey Ave. Gerald Ford Dr. Dina Shore Dr.
52 Morningside Dr. Country Club Dr. Frank Sinatra Dr.
53 Ocotillo Dr. Highway 111 Halgar Rd.
54 Park View Dr. East City Limit West City Limit
55 Plumley Rd. Gerald Ford Dr. Dina Shore Dr.
56 Ramon Rd. Da Vall Dr. Los Alamos Rd.
57 Ramon Rd. Los Alamos Rd. Bob Hope Dr.
58 Ramon Rd. Bob Hope Dr. Interstate 10
59 Sahara Rd. Mirage Rd. Magnesia Falls Dr.
60 San Jacinto Dr. Rancho Las Palmas Dr. RM Community Park 61 San Jacinto Dr. RM Community Park Highway 111
62 Sunny Ln. Da Vall Dr. Palm View Rd.
63 Sunny Ln. Palm View Rd. Los Reyes Dr.
64 Thompson Rd. Frank Sinatra Dr. La Paz Rd.
65 Tamarisk Ln. Palm View Rd. Los Reyes Dr.
66 Verbenia Rd. Cholla Ln. Monterey Ave.
67 Vista Dunes Rd. Frank Sinatra Dr. South cul-de-sac

15-56

Appendix B
Summary of Recommended Changes

15-57

From To Ex 85th Rec. Change
Highway 111 1 Rancho Rd. Bob Hope Dr. 45 52 45 -
Highway 111 2 Bob Hope Dr. Indian Trail 45 52 45 -
Highway 111 3 Indian Trail Mirage Rd.45 51 45 -
Highway 111 4 Mirage Rd. Thunderbird Rd. 50 53 50 -
Highway 111 5 Thunderbird Rd. Country Club Dr. 50 56 50 - Highway 111 6 Country Club Dr. Mirage Cove Dr. 50 52 50 - Highway 111 7 Mirage Cove Dr. Frank Sinatra Dr. 50 55 50 - Highway 111 8 Frank Sinatra Dr. One Mirage Place 50 54 50 - Bob Hope Dr.9 Highway 111 Clancy Ln.45 52 45 -
Bob Hope Dr.10 Clancy Ln. Country Club Dr. 45 52 45 -
Bob Hope Dr.11 Country Club Dr. Frank Sinatra Dr. 45 51 45 - Bob Hope Dr.12 Frank Sinatra Dr. Gerald Ford Dr. 55 58 55 - Bob Hope Dr.13 Gerald Ford Dr. Dina Shore Dr. 50 54 50 - Bob Hope Dr.14 Dina Shore Dr. Ramon Rd.55 60 55 -
Bob Hope Dr.15 Ramon Rd. Interstate 10 45 42 45 -
Cholla Ln 16 Verbenia Rd. Country Club Dr. 35 43 35 -
Country Club Dr.17 Highway 111 Morningside Dr. 45 52 45 - Country Club Dr.18 Morningside Dr. Bob Hope Dr. 45 51 45 - Country Club Dr.19 Bob Hope Dr. Monterey Ave. 50 48 50 - Cypress Ln.20 Palm View Rd. Los Alamos Rd. 30 37 30 -
Cypress Ln.21 Los Alamos Rd. East End 30 36 30 -
Ex: Existing Prima Facie Speed Limit
85th: Eighty-Fifth Percentile Survey Speed
Rec.: Recommended Speed Limit
- : No Change

SEGMENT INFORMATION SPEED ZONING

ANALYSIS
Street
No.Limits Speed Limit (MPH)
15-58

From To Ex 85th Rec. Change
Da Vall Dr.22 Frank Sinatra Dr. Gerald Ford Dr. 45 54 45 - Da Vall Dr.23 Gerald Ford Dr. Dina Shore Dr. 50 57 50 - Da Vall Dr.24 Dina Shore Dr. Ramon Rd.45/50 51 45 -
Da Vall Dr.25 Ramon Rd.Century Park Dr. 45 53 45 -
Dinah Shore Dr.26 Plumley Rd.Mission Hills Dr. 45/50 55 50 - Dinah Shore Dr.27 Mission Hills Dr. Bob Hope Dr.50 56 50 - Dinah Shore Dr.28 Bob Hope Dr.Monterey Ave. 45/50 60 50 - Dunes View Rd 29 Highway 111 Gardess Rd.30 32 30 -
Frank Sinatra Dr.30 Ritz Carlton Hotel Highway 111 35 41 35 - Frank Sinatra Dr.31 Highway 111 Morningside Dr. 50 54 50 - Frank Sinatra Dr.32 Morningside Dr. Bob Hope Dr.50 56 50 - Frank Sinatra Dr.33 Bob Hope Dr.Monterey Ave. 55 58 55 - Gerald Ford Dr.34 Plumley Rd.Da Vall Dr.50 52 50 -
Gerald Ford Dr.35 Da Vall Dr.Bob Hope Dr.50 56 50 -
Gerald Ford Dr.36 Bob Hope Dr.Monterey Ave. 50 56 50 -
Ginger Rogers Rd.37 Victoria Falls gate Bob Hope Dr.30 31 30 - Ginger Rogers Rd.38 Bob Hope Dr.Via Josefina 40 34 40 - Indian Trail 39 Highway 111 Halgar Rd.30 30 30 -
La Paz Rd.40 Thompson Rd. Los Reyes Dr. 30 41 30 -
Los Alamos Rd. (S)41 Tamarisk Ln.Gerald Ford Dr. 35 37 35 - Los Alamos Rd. (N)42 Dina Shore Dr. Ramon Rd.50 54 50 - Los Reyes Dr.43 La Paz Rd.Sunny Ln.30 35 30 -
Magnesia Falls Dr.44 Highway 111 Joshua Rd.30 31 30 -
Magnesia Falls Dr.45 Highway 111 Gardess Rd.30 33 30 -
Ex: Existing Prima Facie Speed Limit
85th: Eighty-fifth Percentile Survey Speed
Rec.: Recommended Speed Limit
- : No Change
Limits

SPEED ZONING

ANALYSIS
Speed Limit (MPH)

SEGMENT INFORMATION
No.

Street
15-59

From To Ex 85th Rec. Change
Mirage Rd.46 Highway 111 Indian Trail 30 35 30 -
Monterey Ave.47 South City Limit Clancy Ln.50 54 50 -
Monterey Ave.48 Clancy Ln.Country Club Dr. 50 51 50 -
Monterey Ave.49 Country Club Dr. Frank Sinatra Dr. 55 57 55 - Monterey Ave.50 Frank Sinatra Dr. Gerald Ford Dr. 55 58 55 - Monterey Ave.51 Gerald Ford Dr. Dina Shore Dr. 55 55 55 - Morningside Dr.52 Country Club Dr. Frank Sinatra Dr. 50 53 50 - Ocotillo Dr.53 Highway 111 Halgar Rd.30 32 30 -
Park View Dr.54 East City Limit West City Limit 45 50 45 - Plumley Rd.55 Gerald Ford Dr. Dina Shore Dr. 35 39 35 - Ramon Rd.56 Da Vall Dr.Los Alamos Rd. 55 61 55 -
Ramon Rd.57 Los Alamos Rd. Bob Hope Dr.55 61 55 -
Ramon Rd.58 Bob Hope Dr.Interstate 10 45 47 45 -
Sahara Rd.59 Mirage Rd.Magnesia Falls Dr. 30 36 30 -
San Jacinto Dr.60 Rancho Las Palmas Dr. RM Community Park 30 37 30 - San Jacinto Dr.61 RM Community Park Highway 111 30 37 30 - Sunny Ln.62 Da Vall Dr.Palm View Rd. 30 41 30 -
Sunny Ln.63 Palm View Rd. Los Reyes Dr. 30 35 30 -
Thompson Rd.64 Frank Sinatra Dr. La Paz Rd.30 35 30 -
Tamarisk Ln.65 Palm View Rd. Los Reyes Dr. 30 38 30 -
Verbenia Rd.66 Cholla Ln.Monterey Ave. 40 49 40 -
Vista Dunes Rd.67 Frank Sinatra Dr. South Cul-de-sac 25 43 30 Increase Ex: Existing Prima Facie Speed Limit
85th: Eighty-fifth Percentile Survey Speed
Rec.: Recommended Speed Limit
- : No Change

SEGMENT INFORMATION SPEED ZONING

ANALYSIS
Street
No.Limits Speed Limit (MPH)
15-60

Appendix C
Roadway Segment Analysis of Traffic Data
Summary Certification Sheets

15-61

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 1 DATE:8/17/2023 SURVEY BY:Counts Unlimited
TIME:9:00 AM - 9:40 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 52 MPH
10 MPH Pace 41 - 50 MPH
Percent in Pace 66%
Posted Speed Limit 45 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 5
Total Accidents 9
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.23 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
Commercial, Truck Route. It is recommended to maintain the existing 45 MPH posted speed (CA MUTCD option 1).

MINAGAR & ASSOCIATES, INC.

Commercial
45 MPH
No Change
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Rancho Mirage was performed under my supervision. I certify that I am both experienced in performing surveys of this type and am duly registered in the State of California as a professional engineer. The survey has been conducted in strict compliance with guidelines contained in the most current versions of the California Vehicle Code (CVC) and the California Department of Transportation Manual on Uniform Traffic Control Devices (CAMUTCD). Data contained in this report represents a true and accurate description of traffic conditions existing on Rancho Mirage's streets.

Divided

0.32 Miles
None
None
Good
Good
Yes/Yes
At Signalized Intersections
None
No
Yes
Yes/No
At Rancho Rd./Desert Dr./Magnesia Falls Dr./Bob Hope Dr.

Unsignalized: Rancho Rd./Desert Dr.

Signalized: Magnesia Falls Dr./Bob Hope Dr.
3 Lanes Per Direction
37,787 Vehicles Per Day
Highway 111 Rancho Rd. to Bob Hope Dr.
15-62

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 2 DATE:8/17/2023 SURVEY BY:Counts Unlimited
TIME:9:20 AM - 9:40 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 52 MPH
10 MPH Pace 41 - 50 MPH
Percent in Pace 70%
Posted Speed Limit 45 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 3
Total Accidents 11
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.09 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

None
At Indian Trail
Good
Good
Yes/Yes
At Signalized Intersections
Divided
Commercial
45 MPH
No Change
Commercial, Truck Route. It is recommended to maintain the existing 45 MPH posted speed (CA MUTCD option 1).

I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Rancho Mirage was performed under my supervision. I certify that I am both experienced in performing surveys of this type and am duly registered in the State of California as a professional engineer. The survey has been conducted in strict compliance with guidelines contained in the most current versions of the California Vehicle Code (CVC) and the California Department of Transportation Manual on Uniform Traffic Control Devices (CAMUTCD). Data contained in this report represents a true and accurate description of traffic conditions existing on Rancho Mirage's streets.

0.66 Miles
Highway 111 Bob Hope Dr. to Indian Trail
26,697 Vehicles Per Day
3 Lanes Per Direction
Signalized: Bob Hope Dr./Rancho Las Palmas Dr./Indian Trail Unsignalized: Ocotillo Dr./E Veldt St./Rancho Mirage Ln./Dunes View Rd.

At Bob Hope Dr./Ocotillor Dr./E Veldt St./Rancho Mirage Ln./Rancho Las Palmas Dr./Dunes View Rd./Indian Trail
Yes/No
Yes
No
None
15-63

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 3 DATE:8/17/2023 SURVEY BY:Counts Unlimited
TIME:9:40 AM - 10:00 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 51 MPH
10 MPH Pace 41 - 50 MPH
Percent in Pace 69%
Posted Speed Limit 45 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 2
Total Accidents 6
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.14 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

None
None
Good
Good
Yes/Yes
At Signalized Intersections
Divided
Commercial/Body of Water
45 MPH
No Change
Commercial/Body of Water, Truck Route. It is recommended to maintain the existing 45 MPH posted speed (CA MUTCD option 1).

0.29 Miles
Highway 111 Indian Trail to Mirage Rd.
26,786 Vehicles Per Day
3 Lanes Per Direction
Signalized: Indian Trail/Auto Dealer
Unsignalized: Button Dr/San Jacinto Dr./Mirage Rd
At Indian Trail/Auto Dealer/San Jacinto Dr./Mirage Rd.

Yes/No
Yes
No
None
15-64

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 4 DATE:8/17/2023 SURVEY BY:Counts Unlimited
TIME:10:00 AM - 10:20 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 53 MPH
10 MPH Pace 44 - 53 MPH
Percent in Pace 67%
Posted Speed Limit 50 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 4
Total Accidents 8
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.10 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

None
Between Paxton Dr. & Evening Star Dr.

Good
Good
Yes/Yes
At Singalized Intersections
Divided
Commercial/Body of Water /Civic & Instituional/Residential/Parks & Recreation/Open Space 50 MPH
No Change
Commercial/Body of Water/Civic & Institutional/Residential/Parks & Recreation/Open Space, Truck Route. It is recommended to maintain the existing 50 MPH posted speed (CA MUTCD option 2).

0.81 Miles
Highway 111 Mirage Rd. to Thunderbird Rd.
27,327 Vehicles Per Day
3 Lanes Per Direction
Signalized: Library Way/Paxton Dr./Evening Star Dr./Thunderbird Rd./Fairway Dr.

Unsignalized: Mirage Rd./Fire Station
At Mirage Rd./Library Way/Paxton Dr./Evening Star Dr./Fire Station/Thunderbird Rd./Fairway Dr.

Yes/No
Yes
No
None
15-65

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 5 DATE:8/9/2023 SURVEY BY:Counts Unlimited
TIME:9:20 AM - 9:40 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 56 MPH
10 MPH Pace 46 - 55 MPH
Percent in Pace 72%
Posted Speed Limit 50 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 2
Total Accidents 3
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.11 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

None
Between Thunderbird Rd./Fairway Dr. & Country Club Dr.

Good
Good
Yes/Yes
At Signalized Intersections
Divided
Residential/Parks & Recreation/Open Space
50 MPH
No Change
Residential/Parks & Recreation/Open Space, Truck Route. It is recommended to maintain the existing 50 MPH posted speed (CA MUTCD option 1).

0.34 Miles
Highway 111 Thunderbird Rd. to Country Club Dr.
28,387 Vehicles Per Day
3 Lanes Per Direction
Signalized: Thunderbird Rd./Fairway Dr./Country Club Dr.

Unsignalized: None
At Thunderbird Rd./Fairway Dr./Country Club Dr.

Yes/No
Yes
No
None
15-66

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 6 DATE:8/17/2023 SURVEY BY:Counts Unlimited
TIME:10:20 AM - 10:40 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 52 MPH
10 MPH Pace 41 - 50 MPH
Percent in Pace 73%
Posted Speed Limit 50 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 3
Total Accidents 10
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.08 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date

0.68 Miles
Highway 111 Country Club Dr. to Mirage Cove Dr.
30,910 Vehicles Per Day
3 Lanes Per Direction
Signalized: Country Club Dr./Peterson Rd./Via Florencio/Mirage Cove Dr.

Unsignalized: Starlite Cir./Thunder Rd.

At Country Club Dr./Starlite Cir./Thunder Rd./Peterson Rd./Via Florencio/Mirage Cove Dr.

Yes/No
Yes
No
None
MINAGAR & ASSOCIATES, INC.

None
At Via Florencio
Good
Good
Yes/Yes
At All Signalized Intersections & Various Unsignalized Intersections Divided
CommercialResidential
50 MPH
No Change
Commercial/Residential, Truck Route. It is recommended to maintain the existing 50 MPH posted speed (85th percentile speed).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 7 DATE:8/17/2023 SURVEY BY:Counts Unlimited
TIME:10:40 AM - 11:00 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 55 MPH
10 MPH Pace 46 - 55 MPH
Percent in Pace 69%
Posted Speed Limit 50 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 4
Total Accidents 13
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.13 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date

0.58 Miles
Highway 111 Mirage Cove Dr. to Frank Sinatra Dr.
28,601 Vehicles Per Day
3 Lanes Per Direction
Signalized: Mirage Cove Dr./Atrium Way/Frank Sinatra Dr.

Unsignalized: Braemar Dr.

At Mirage Cove Dr./Atrium Way/Braemar Dr./Frank Sinatra Dr.

Yes/No
Yes
No
None
MINAGAR & ASSOCIATES, INC.

None
At Braemar Dr.

Good
Good
Yes/Yes
At Signalized Intersections
Divided
Commercial/Civic & Institutional/Parks & Recreation/Open Space/Undeveloped 50 MPH
No Change
Commercial/Civic &Institutional/ Parks & Recreation/Undeveloped, Truck Route. It is recommended to maintain the existing 50 MPH posted speed (CA MUTCD option 1).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 8 DATE:8/9/2023 SURVEY BY:Counts Unlimited
TIME:9:00 AM - 9:20 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 54 MPH
10 MPH Pace 41 - 50 MPH
Percent in Pace 65%
Posted Speed Limit 50 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 1
Total Accidents 1
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.07 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date

0.20 Miles
Highway 111 Frank Sinatra Dr. to One Mirage Place
38,403 Vehicles Per Day
3 Lanes Per Direction
Signalized: Frank Sinatra Dr./One Mirage Place
Unsignalized: None
At Frank Sinatra Dr./One Mirage Place
Yes/No
Yes
No
None
MINAGAR & ASSOCIATES, INC.

None
Between Frank Sinatra Dr & One Mirage Place
Good
Good
Yes/Yes
At Signalized Intersections
Divided
Commercial/Undeveloped
50 MPH
No Change
Commercial/Undeveloped, Truck Route. It is recommended to maintain the existing 50 MPH posted speed (CA MUTCD option 2).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 9 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:1:20 PM - 1:40 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 52 MPH
10 MPH Pace 42 - 51 MPH
Percent in Pace 58%
Posted Speed Limit 45 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 1
Total Accidents 13
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.05 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date

0.68 Miles
Bob Hope Dr.Highway 111 to Clancy Ln.
15,615 Vehicles Per Day
2 Lanes Per Direction
Signalized: Hwy 111/Avenida Las Palmas/Rancho Las Palmas Dr.

Unsignalized: Clancy Ln.

At Hwy 111/Avenida Las Palmas/Rancho Las Palmas Dr./Clancy Ln.

Yes/Yes
Yes (Time Restricted)
No
None
MINAGAR & ASSOCIATES, INC.

None
South of Street Segment
Good
Good
Yes/Yes
At Signalized Intersections
Divided
Commercial/Residential/Body of Water
45 MPH
No Change
Commercial/Residential/Body of Water, Truck Route, Bike Lane. It is recommended to maintain the existing 45 MPH posted speed (CA MUTCD option 1).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 10 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:12:40 PM - 1:00 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 52 MPH
10 MPH Pace 43 - 52 MPH
Percent in Pace 61%
Posted Speed Limit 45 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 1
Total Accidents 5
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.05 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date

0.75 Miles
Bob Hope Dr.Clancy Ln. to Country Club Dr.
15,634 Vehicles Per Day
2 Lanes Per Direction
Signalized: Sunrise Dr/Follansbee Rd./Country Club Dr.

Unsignalized: Clancy Ln./Vista Del Rio/Park Mirage Ln/Palm Crest Dr./Madre Way/Palm Haven Dr.

At Clancy Ln./Sunrise Dr./Follansbee Rd./Palm Crest Dr./Palm Haven Dr./Country Club Dr.

Yes/Yes
Yes (Time Restricted)
No
None
MINAGAR & ASSOCIATES, INC.

None
None
Good
Good
Yes/Yes
At All Signalized Intersections & Vista Del Rio
Divided
Residential/Commercial
45 MPH
No Change
Residential/Commercial, Truck Route, Bike Lane. It is recommended to maintain the existing 45 MPH posted speed (CA MUTCD option 1).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 11 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:1:00 PM - 1:20 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 51 MPH
10 MPH Pace 36 - 45 MPH
Percent in Pace 62%
Posted Speed Limit 45 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 3
Total Accidents 5
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.08 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date

1.00 Mile
Bob Hope Dr.Country Club Dr. to Frank Sinatra Dr.
19,384 Vehicles Per Day
2 Lanes Per Direction
Signalized: Country Club Dr./Marion Ln./Columbia Dr./Kavenish Dr./Frank Sinatra Dr.

Unsignalized: Legacy Way/MacMillan Way
At Country Club Dr./Marion Ln./Legacy Way/Columbia Dr./MacMillan Way/Kavenish Dr./Frank Sinatra Dr.

Yes/Yes
Yes (Time Restricted)
No
None
MINAGAR & ASSOCIATES, INC.

None
North of Street Segment
Good
Good
Yes/Yes
At Signalized Intersections
Divided
Civic & Institutional/Residential/Parks & Recreation/Open Space 45 MPH
No Change
Civic & Institutionall/Residential/Parks & Recreation/Open Space, Truck Route, Bike Lane. It is recommended to maintain the existing 45 MPH posted speed (CA MUTCD option 1).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 12 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:12:20 PM - 12:40 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 58 MPH
10 MPH Pace 46 - 55 MPH
Percent in Pace 68%
Posted Speed Limit 55 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 6
Total Accidents 11
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.20 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date

1.00 Mile
Bob Hope Dr.Frank Sinatra Dr. to Gerald Ford Dr.
16,246 Vehicles Per Day
2 Lanes Per Direction
Signalized: Frank Sinatra Dr./Gerald Ford Dr.

Unsignalized: None
At Frank Sinatra Dr./Gerald Ford Dr.

No/Yes
Yes (Time Restricted)
No
None
MINAGAR & ASSOCIATES, INC.

None
South of Street Segment
Good
Good
No/Yes
At Signalized Intersections
Divided
Residential/Civic & Institutional/Parks & Recreation/Open Space/Commercial 55 MPH
No Change
Residential/Civic & Institutional/ Commercial, Truck Route, Bike Lane. It is recommended to maintain the existing 55 MPH posted speed (CA MUTCD option 2).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 13 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:1:40 PM - 2:00 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 54 MPH
10 MPH Pace 44 - 53 MPH
Percent in Pace 61%
Posted Speed Limit 50 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 6
Total Accidents 11
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.18 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date

1.00 Mile
Bob Hope Dr.Gerald Ford Dr. to Dina Shore Dr.
18,012 Vehicles Per Day
2 Lanes Per Direction
Signalized: Gerald Ford Dr./Ginger Rogers Rd./Dinah Shore Dr.

Unsignalized: Via Marta/Victory Ln./Via Vail
At Gerald Ford Dr./Via Marta/Ginger Rogers Rd./Victory Ln./Dinah Shore Dr.

Yes/Yes
Yes
No
None
MINAGAR & ASSOCIATES, INC.

None
None
Good
Good
Yes/Yes
At Signalized Intersections
Divided
Residential/Commercial/Parks & Recreation/Open Space
50 MPH
No Change
Residential/Commercial/Parks & Recreation/Open Space, Truck Route, Bike Lane. It is recommended to maintain the existing 50 MPH posted speed (CA MUTCD option 2).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 14 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:12:00 PM - 12:20 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 60 MPH
10 MPH Pace 50 - 59 MPH
Percent in Pace 62%
Posted Speed Limit 55 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 2
Total Accidents 8
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.06 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date

1.10 Mile
Bob Hope Dr.Dina Shore Dr. to Ramon Rd.
17,922 Vehicles Per Day
2 Lanes Southbound/3 Lanes Northbound
Signalized: Dinah Shore Dr./Casino/Ramon Rd.

Unsignalized: None
At Dinah Shore Dr./Casino/Ramon Rd.

Yes/Yes
Yes
No
None
MINAGAR & ASSOCIATES, INC.

None
At Casino and South of Road Segment
Good
Good
From Casino to Ramon Rd/Yes
At Signalized Intersections
Divided
Residential/Commercial/Parks & Recreation/Open Space
55 MPH
No Change
Commercial/Residential, Truck Route, Bike Lane. It is recommended to maintain the existing 55 MPH posted speed (CA MUTCD option 1).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 15 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:11:40 AM - 12:00 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 42 MPH
10 MPH Pace 33 - 42 MPH
Percent in Pace 79%
Posted Speed Limit 45 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 3
Total Accidents 3
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.30 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date

0.29 Miles
Bob Hope Dr.Ramon Rd. to Interstate 10
18,732 Vehicles Per Day
3 Lanes Per Direction
Signalized: Ramon Rd./Interstate 10 Southbound On/Off
Unsignalized: None
At Ramon Rd./Interstate 10 Southbound On/Off
Yes/Yes
Yes
No
None
MINAGAR & ASSOCIATES, INC.

None
Between Ramon Rd & Interstate 10
Good
Good
Yes/No
At Signalized Intersections
Divided
Residential/Commercial/Parks & Recreation/Open Space
45 MPH
No Change
Commercial/Parks & Recreation/ Open Space, Truck Route, Bike Lane. It is recommended to maintain the existing 45 MPH posted speed (CA MUTCD option 1).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 16 DATE:8/16/2023 SURVEY BY:Counts Unlimited
TIME:10:00 AM - 11:00 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 43 MPH
10 MPH Pace 35 - 44 MPH
Percent in Pace 68%
Posted Speed Limit 35 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date

0.50 Miles
Cholla Ln.Verbenia Rd. to Country Club Dr.
452 Vehicles Per Day
1 Lane Per Direction
Signalized: None
Unsignalized: Verbenia Rd./Coronado Ct./Palm Crest Dr./Country Club Dr.

At Country Club Dr.

At Country Club Dr./No
No
Yes
None
MINAGAR & ASSOCIATES, INC.

None
None
Good
Good
No/Yes
None
Undivided
Residential
35 MPH
No Change
Residential. It is recommended to maintain the existing 35 MPH posted speed (CA MUTCD option 2).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 17 DATE:8/10/2023 SURVEY BY:Counts Unlimited
TIME:9:00 AM - 9:25 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 52 MPH
10 MPH Pace 42 - 51 MPH
Percent in Pace 64%
Posted Speed Limit 45 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 2
Total Accidents 2
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.37 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date

0.57 Miles
Country Club Dr.Highway 111 to Morningside Dr.
5,188 Vehicles Per Day
2 Lanes Per Direction
Signalized: Hwy 111
Unsignalized: Via Condotti/Via Veneto/Via Condotti/Fincher Way/Morningside Dr.

At Hwy 111/Via Veneto/Fincher Way/Morningside Dr.

Yes/No
No
No
None
MINAGAR & ASSOCIATES, INC.

Decline From Via Condotti to Fincher Way
None
Good
Good
Yes/Yes
At Signalized Intersections
Undivided
Commercial/Parks & Recreation/Open Space/Residential/Body of Water 45 MPH
No Change
Commercial/Parks & Recreation/ Open Space/Residential/Body of Water. It is recommended to maintain the existing 45 MPH posted speed (CA MUTCD option 1).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 18 DATE:8/16/2023 SURVEY BY:Counts Unlimited
TIME:9:00 AM - 9:20 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 51 MPH
10 MPH Pace 39 - 48 MPH
Percent in Pace 67%
Posted Speed Limit 45 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 1
Total Accidents 1
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.08 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
At Morningside Dr./Cypress Dr./Morningsprings Rd./McGil Dr./Keenan Dr./Desert Sun Dr./Kersten Dr./ Sunrise Dr./Lafayette Dr./Bob Hope Dr.

Country Club Dr.Morningside Dr. to Bob Hope Dr.
6,594 Vehicles Per Day
1 Lane Per Direction/2 Lanes Per Direction
Signalized: Bob Hope Dr.

Unsignalized: Morningside Dr./Cypress Dr./Morningsprings Rd./McGil Dr./ Keenan Dr./Desert Sun Dr./Kersten Dr./Sand Dune Rd./Sunrise Dr./Lafayette Dr./Sierra Madre St.

Yes/Yes
No
No
None

1.00 Miles
MINAGAR & ASSOCIATES, INC.

None
None
Good
Fair
Yes/Yes
At Signalized Intersections & Sand Dune Rd.

Undivided/Divided
Residential/Parks & Recreation/Open Space/Commercial
45 MPH
No Change
Residential/Parks & Recreation/Open Space/Commercial, Bike Lane. It is recommended to maintain the existing 45 MPH posted speed (CA MUTCD option 1).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 19 DATE:8/16/2023 SURVEY BY:Counts Unlimited
TIME:2:10 PM - 3:05 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 48 MPH
10 MPH Pace 38 - 47 MPH
Percent in Pace 71%
Posted Speed Limit 50 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 1
Total Accidents 7
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.03 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
Country Club Dr.Bob Hope Dr. to Monterey Ave.
20,348 Vehicles Per Day
2 Lanes Per Direction
No Change
Unsignalized: Whilshire Palm Dr./Cholla Ln.

Signalized: Bob Hope Dr./John L. Sinn Rd./Desert Lakes Dr./Vista Del Sol/Vista Dunes Rd./ Monterey Ave.

At Bob Hope Dr./John L. Sinn Rd./ Wilshire Palm Dr./Cholla Ln./Desert Lakes Dr./Vista Del Sol/Vista Dunes Rd./Monterey Ave.

Yes/Yes
No
No
None

0.98 Miles
Civic & Institutional/ Commercial/ Residential, Bike Lane. It is recommended to maintain the existing 50 MPH posted speed (85th percentile speed).

MINAGAR & ASSOCIATES, INC.

None
None
Good
Fair
Yes/Yes
At Signalized Intersections & Wilshire Palm Dr.

Divided
Civic & Institutional/Commercial/Residential
50 MPH
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Rancho Mirage was performed under my supervision. I certify that I am both experienced in performing surveys of this type and am duly registered in the State of California as a professional engineer. The survey has been conducted in strict compliance with guidelines contained in the most current versions of the California Vehicle Code (CVC) and the California Department of Transportation Manual on Uniform Traffic Control Devices (CAMUTCD). Data contained in this report represents a true and accurate description of traffic conditions existing on Rancho Mirage's streets.
15-80

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 20 DATE:8/15/2023 SURVEY BY:Counts Unlimited
TIME:12:40 PM - 4:00 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 37 MPH
10 MPH Pace 24 - 33 MPH
Percent in Pace 55%
Posted Speed Limit 30 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks None
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
Cypress Ln.Palm View Rd. to Los Alamos Rd.
310 Vehicles Per Day
1 Lane Per Direction
Signalized: None
Residential. It is recommended to maintain the existing 30 MPH posted speed (CA MUTCD option 1).

MINAGAR & ASSOCIATES, INC.

Hump Between Saguaro Ct. & Jasmine Ln.

None
Good
Good
No/Yes
None
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Rancho Mirage was performed under my supervision. I certify that I am both experienced in performing surveys of this type and am duly registered in the State of California as a professional engineer. The survey has been conducted in strict compliance with guidelines contained in the most current versions of the California Vehicle Code (CVC) and the California Department of Transportation Manual on Uniform Traffic Control Devices (CAMUTCD). Data contained in this report represents a true and accurate description of traffic conditions existing on Rancho Mirage's streets.

Unsignalized: Cypress Ln./Sandsu Cir./Sandsal Cir./Palomino Ln./Saguaro Ct./Jaasmine Ln./ Begonia ln./Los Alamos Rd.

Undivided
Residential
30 MPH
No Change
Yes/No
No
Yes
None

0.50 Miles
15-81

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 21 DATE:8/17/2023 SURVEY BY:Counts Unlimited
TIME:9:00 AM - 10:20 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 36 MPH
10 MPH Pace 25 - 34 MPH
Percent in Pace 65%
Posted Speed Limit 30 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks None
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
Unsignalized: Los Alamos Rd./Colorado Ct./Sterling Ridge Dr./Spyglass Cir./Canyon Creek/Santo Domingo Dr./Rocky Ln.

Cypress Ln.Los Alamos Rd. to East End
383 Vehicles Per Day
1 Lane Per Direction
Signalized: None
Undivided
Yes/No
No
Yes
None

0.50 Miles
Hump At Los Alamos Rd. & Between Sterling Ridge Dr. & Spyglass Cir.

None
Good
Good
No/Yes
None
Residential
30 MPH
No Change
Residential. It is recommended to maintain the existing 30 MPH posted speed (CA MUTCD option 1).

MINAGAR & ASSOCIATES, INC.

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 22 DATE:8/9/2023 SURVEY BY:Counts Unlimited
TIME:3:15 PM - 3:35 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 54 MPH
10 MPH Pace 44 - 53 MPH
Percent in Pace 66%
Posted Speed Limit 45 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 7
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
Da Vall Dr.Frank Sinatra Dr. to Gerald Ford Dr.
9,158 Vehicles Per Day
2 Lanes Per Direction
Signalized: None
Yes/Yes
Yes
Undivided/Divided
Yes/Yes
No
No
None

1.00 Mile
None
Unsignalized: Frank Sinatra Dr./Da Vall Cir./Tamarisk St./Date Palm Ln./Chappel Rd./Chandra Ln./Sun Valley Dr./Cobb Rd./Kevin Lee Ln./Pomegranate Ln./Papaya Ln./Sunny Ln./Avenida Entrada/Terracina/Artisan Way/Gerald Ford Dr.

Frank Sinatra Dr./Da Vall Cir./Tamarisk St./Date Palm Ln./Chappel Rd./Sun Valley Dr./Cobb Rd./Kevin Lee Ln./Sunny Ln./Terracina/Artisan Way/Gerald Ford Dr.

None
Good
Good
Residential
45 MPH
No Change
Residential, Bike Lane . It is recommended to maintain the existing 45 MPH posted speed (CA MUTCD option 1).

MINAGAR & ASSOCIATES, INC.

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 23 DATE:8/9/2023 SURVEY BY:Counts Unlimited
TIME:3:35 PM - 3:55 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 57 MPH
10 MPH Pace 44 - 53 MPH
Percent in Pace 62%
Posted Speed Limit 50 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 3
Total Accidents 5
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.17 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
At Gerald Ford Dr./School/Dean Martin Dr./Dinah Shore Dr.

Da Vall Dr.Gerald Ford Dr. to Dinah Shore Dr.
9,540 Vehicles Per Day
2 Lanes Per Direction
Signalized: Gerald Ford Dr./Dean Martin Dr./Dinah Shore Dr.

Unsignalized: School
Yes/Yes
No
No
None

1.00 Mile
MINAGAR & ASSOCIATES, INC.

Incline from Gerald Ford Dr. to School
None
Good
Good
Yes/Yes
At Signalized Intersections
Divided
Residential/School
50 MPH
No Change
Residential/School, Bike Lane. It is recommended to maintain the existing 50 MPH posted speed (CA MUTCD option 1).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 24 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:9:30 AM - 9:50 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 51 MPH
10 MPH Pace 42 - 51 MPH
Percent in Pace 72%
Posted Speed Limit 45/50 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date

1.00 Mile
Da Vall Dr.Dinah Shore Dr. to Ramon Rd.
8,405 Vehicles Per Day
1 Lane Per Direction/2 Lanes Per Direction
Signalized: Dinah Shore Dr./Ramon Rd.

Unsignalized: Cam Real
At Dinah Shore Dr./Cam Real/Ramon Rd.

Yes/No
No
No
None
MINAGAR & ASSOCIATES, INC.

None
None
Good
Good
Yes/Yes
At Signalized Intersections
Undivided/Divided
Civic & Institutional/Parks & Recreation/Open Space/Residential 45 MPH
No Change
Civic & Institutional/Parks & Recreation/ Open Space/Residential. It is recommended to maintain the existing 45 MPH posted speed (CA MUTCD option 1). Replace all other speed limit signs with 45 MPH sign to keep speed zone consistent.

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 25 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:9:00 AM - 9:30 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 53 MPH
10 MPH Pace 41 - 50 MPH
Percent in Pace 57%
Posted Speed Limit 45 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 1
Total Accidents 2
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.09 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date

0.76 Miles
Da Vall Dr.Ramon Rd. to Century Park Dr.
8,004 Vehicles Per Day
Signalized: Ramon Rd.
2 Lanes Per Direction/1 Lane Southbound & 2 Lanes Northbound/2 Lanes Southbound & 1 Lane Northbound
Unsignalized: Via Firenza/Mccallum Way/Via Tuscany/Via Del Paradiso/Iridium Wy./Century Park Dr.

Ramon Rd./Via Firenza/Mccallum Way/Via Tuscany/Via Del Paradiso/Iridium Wy./Century Park Dr.

Yes/Yes
No
No
None
MINAGAR & ASSOCIATES, INC.

Hump Between Mccallum Way & Via Del Paradiso
None
Good
Good
Yes/Yes
Yes
Undivided
Residential/Commercial
45 MPH
No Change
Residential/Commercial, Bike Lane. It is recommended to maintain the existing 45 MPH posted speed (CA MUTCD option 1).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 26 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:12:00 PM - 12:20 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 55 MPH
10 MPH Pace 42 - 51 MPH
Percent in Pace 64%
Posted Speed Limit 45/50 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 3
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date

1.13 Miles
Dinah Shore Dr.Plumley Rd. to Mission Hills Dr.
12,765 Vehicles Per Day
2 Lanes Per Direction
Unsignalized: Rebecca Way/Denise Way
Signalized: Dinah Shore Dr./Da Vall Dr./Mission Hills Dr.

At Plumley Rd./Rebecca Way/Denise Way/Da Vall Dr.

Yes/Yes
Yes
No
None
MINAGAR & ASSOCIATES, INC.

None
Between Da Vall Dr. & Mission Hills Dr.

Good
Good
Yes/Yes
At Signalized Intersections
Divided
Residential/Parks & Recreation/Open Space
50 MPH
No Change
Residential/Parks & Recreation/Open Space, Truck Route, Bike Lane. It is recommended to maintain the existing 50 MPH posted speed (CA MUTCD option 1). Replace all other speed limit signs with 50 MPH sign to keep speed zone consistent.

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 27 DATE:8/9/2023 SURVEY BY:Counts Unlimited
TIME:11:40 AM - 12:00 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 56 MPH
10 MPH Pace 47 - 56 MPH
Percent in Pace 67%
Posted Speed Limit 50 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 3
Total Accidents 4
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.09 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

Slight Hump East of Road Segment
Between Mission Hills Dr. & Los Alamos Rd.

Good
Good
Yes/Yes
At Signalized Intersections
Divided
Residential/Parks & Recreation/Open Space/Commercial
50 MPH
No Change
Residential/Parks & Recreation/Open Space, Truck Route, Bike Lane. It is recommended to maintain the existing 50 MPH posted speed (CA MUTCD option 1).

1.42 Miles
Dinah Shore Dr.Mission Hills Dr. Bob Hope Dr.
12,652 Vehicles Per Day
2 Lanes Per Direction
Signalized: Mission Hills Dr./Los Alamos Rd./Del Webb Way/Bob Hope Dr.

Unsignalized: None
At Los Alamos Rd./Del Webb Way/Bob Hope Dr.

Yes/Yes
Yes
No
None
15-88

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 28 DATE:8/9/2023 SURVEY BY:Counts Unlimited
TIME:11:20 AM - 11:40 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 60 MPH
10 MPH Pace 47 - 56 MPH
Percent in Pace 55%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 4
Total Accidents 15
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.16 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

Decline from Bob Hope Dr. to Monterey Ave.

None
Good
Good
Yes/Yes
At Signalized Intersections
Divided
Commercial/Residential
50 MPH
No Change
Commercial/Residential, Truck Route. It is recommended to maintain the existing 50 MPH posted speed (CA MUTCD option 1). Replace all other speed limit signs with 50 MPH sign to keep speed zone consistent.

1.00 Miles
Dinah Shore Dr.Bob Hope Dr. to Monterey Ave.
13,965 Vehicles Per Day
3 Lanes Per Direction
Signalized: Bob Hope Dr./Key Largo Ave./George Montgomery Way/Shoppers Ln./Monterey Ave.

Unsignalized: Carver Pl.
50 MPH from Bob Hope Drive to George Montgomery Way
45 MPH from George Montgomery Way to Monterey Ave.

At Bob Hope Dr./Key Largo Ave./George Montgomery Way/Shoppers Ln./Carver Pl./Monterey Ave.

Yes/No
Yes
No
None
15-89

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 29 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:9:00 AM - 10:30 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 32 MPH
10 MPH Pace 25 - 34 MPH
Percent in Pace 86%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
Commercial/Residential/Parks & Recreation/Open Space. It is recommended to maintain the existing 30 MPH posted speed (85th percentile speed).

MINAGAR & ASSOCIATES, INC.

Unsignalized: Hwy 111/Sahara Rd./San Gorgonio Rd./Mirage Rd./Estellita Dr./Biskra Rd./Halgar Rd./Gardess Rd.

At Hwy 111/Yes
None
Undivided
Commercial/Residential/Parks & Recreation/Open Space
30 MPH
No Change
None

0.54 Miles
None
At Sahara Rd./Estellita Dr./Halgar Rd.

Good
Good
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Rancho Mirage was performed under my supervision. I certify that I am both experienced in performing surveys of this type and am duly registered in the State of California as a professional engineer. The survey has been conducted in strict compliance with guidelines contained in the most current versions of the California Vehicle Code (CVC) and the California Department of Transportation Manual on Uniform Traffic Control Devices (CAMUTCD). Data contained in this report represents a true and accurate description of traffic conditions existing on Rancho Mirage's streets.

Signalized: None
At Hwy 111
Yes/No
No
Yes
Dunes View Rd.Highway 111 to Gardess Rd.
30 MPH
497 Vehicles Per Day
1 Lane Per Direction
15-90

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 30 DATE:8/9/2023 SURVEY BY:Counts Unlimited
TIME:2:05 PM - 3:10 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 41 MPH
10 MPH Pace 32 - 41 MPH
Percent in Pace 70%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

At Signalized Intersections
Undivided
Commercial/Residential/Body of Water/Parks & Recreation/Open Space 35 MPH
No Change
Commercial/Residential/Undeveloped/ Civic & Institutional. It is recommended to maintain the existing 35 MPH posted speed (CA MUTCD option 1).

At Hwy 111/Yes
Unsignalized: Ritz-Carlton Hotel/Miranda Villas Dr.

At Hwy 111
Yes/Yes
No
No
None

0.85 Miles
Decline from Ritz-Carlton Hotel to Highway 111
4 Curves between Mirada Villas Dr. & Highway 111
Good
Fair
Signalized: Hwy 111
Frank Sinatra Dr.Ritz-Carlton Hotel to Highway 111
35 MPH
1,499 Vehicles Per Day
1 Lane Per Direction
15-91

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 31 DATE:8/9/2023 SURVEY BY:Counts Unlimited
TIME:1:45 PM - 2:05 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 54 MPH
10 MPH Pace 44 - 53 MPH
Percent in Pace 65%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 2
Total Accidents 9
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.06 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

At Signalized Intersections
Undivided/Divided
Commercial/Residential/Body of Water/Parks & Recreation/Open Space 50 MPH
No Change
Commercial/Residential/Body of Water/ Parks & Recreation/Open Space, Bike Lane. It is recommended to maintain the existing 50 MPH posted speed (CA MUTCD option 2).

Yes/Yes
Unsignalized: Golden State St./Tennis Club Dr./Service Rd./Halper Lake Dr.

At Hwy 111/Da Vall Dr./Tennis Club Dr./Service Rd./Morningside Dr.

Yes/Yes
No
No
None

1.25 Miles
Decline from Highway 111 to Da Vall Dr.

None
Good
Fair
Signalized: Hwy 111/Da Vall Dr./Morningside Dr.

Frank Sinatra Dr.Highway 111 to Morningside Dr.
50 MPH
15,453 Vehicles Per Day
2 Lanes Per Direction
15-92

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 32 DATE:8/9/2023 SURVEY BY:Counts Unlimited
TIME:1:25 PM - 1:45 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 56 MPH
10 MPH Pace 48 - 57 MPH
Percent in Pace 66%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 5
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

At Signalized Intersections
Divided
Residential/Parks & Recreation/Open Space
50 MPH
No Change
Residential/Parks & Recreation/Open Space, Bike Lane. It is recommended to maintain the existing 50 MPH posted speed (CA MUTCD option 1).

Yes/Yes
Unsignalized: Columbia Dr./Villaggio Pl./Von Dehn Rd./Island Dr./Tamarisk Ln.

At Morningside Dr./Columbia Dr./Villaggio Pl./Von Dehn Rd./Island Dr./Bob Hope Dr.

Yes/Yes
No
No
None

1.00 Miles
Incline from Tamarisk Ln. to Bob Hope Dr.

None
Good
Good
Signalized: Morningside Dr./Bob Hope Dr.

Frank Sinatra Dr.Morningside Dr. to Bob Hope Dr.
50 MPH
12,051 Vehicles Per Day
2 Lanes Per Direction
15-93

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 33 DATE:8/9/2023 SURVEY BY:Counts Unlimited
TIME:1:05 PM - 1:25 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 58 MPH
10 MPH Pace 49 - 58 MPH
Percent in Pace 63%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 3
Total Accidents 7
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.13 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

At Signalized Intersections
Divided
Residential/Commercial
55 MPH
No Change
Residential/Commercial, Bike Lane. It is recommended to maintain the existing 55 MPH posted speed (CA MUTCD option 1).

Yes/Yes
Unsignalized: N Kavenish Dr./Vista Del Sol/Vista Dunes
At Bob Hope Dr./N Kavenish Dr./Vista Del Sol/Vista Dunes/Monterey Ave.

Yes/Yes
No
No
None

0.98 Miles
None
None
Good
Good
Signalized: Bob Hope Dr./Monterey Ave.

Frank Sinatra Dr.Bob Hope Dr. to Monterey Ave.
55 MPH
12,545 Vehicles Per Day
2 Lanes Per Direction
15-94

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 34 DATE:8/17/2023 SURVEY BY:Counts Unlimited
TIME:3:40 PM - 4:00 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 52 MPH
10 MPH Pace 43 - 52 MPH
Percent in Pace 65%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

Yes
Undivided/Divided
Residential
50 MPH
No Change
Residential, Bike Lane. It is recommended to maintain the existing 50 MPH posted speed (85th percentile speed).

Yes/Yes
Unsignalized: Aldea Vista/Artisan Way
At Plumley Rd./Aldea Vista/Artisan Way/Da Vall Dr.

Yes/Yes
No
No
None

0.50 Miles
None
None
Good
Good
Signalized: Plumley Rd./Da Vall Dr.

Gerald Ford Dr.Plumley Rd. to Da Vall Dr.
50 MPH
10,864 Vehicles Per Day
2 Lanes Per Direction
15-95

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 35 DATE:8/9/2023 SURVEY BY:Counts Unlimited
TIME:12:45 PM - 1:05 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 56 MPH
10 MPH Pace 45 - 54 MPH
Percent in Pace 63%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 2
Total Accidents 5
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.05 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Rancho Mirage was performed under my supervision. I certify that I am both experienced in performing surveys of this type and am duly registered in the State of California as a professional engineer. The survey has been conducted in strict compliance with guidelines contained in the most current versions of the California Vehicle Code (CVC) and the California Department of Transportation Manual on Uniform Traffic Control Devices (CAMUTCD). Data contained in this report represents a true and accurate description of traffic conditions existing on Rancho Mirage's streets.

MINAGAR & ASSOCIATES, INC.

Unsignalized: Mission Palms Dr./Lincoln Pl. W/International Blvd./Sterling Estates Dr./San Marino Cir./Trovare Way/San Juan Dr.

At Signalized Intersections
Divided
Residential/Parks & Recreation/Open Space/Civic & Institutional/Commercial 50 MPH
No Change
Residential/Parks & Recreation/Open Space/Civic & Institutional/Commercial, Bike Lane. It is recommended to maintain the existing 50 MPH posted speed (CA MUTCD option 1).

2.00 Miles
None
None
Good
Good
Yes/Yes
At Da Vall Dr./Lincoln Pl. E./Los Alamos Rd./Victoria Falls Dr./Bob Hope Dr.

Yes/Yes
No
No
None
Gerald Ford Dr.Da Vall Dr. to Bob Hope Dr.
50 MPH
10,034 Vehicles Per Day
2 Lanes Per Direction
Signalized: Da Vall Dr./Lincoln Pl. E./Los Alamos Rd./Victoria Falls Dr./Bob Hope Dr. 15-96

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 36 DATE:8/15/2023 SURVEY BY:Counts Unlimited
TIME:11:10 AM - 11:35 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 56 MPH
10 MPH Pace 46 - 55 MPH
Percent in Pace 74%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

At Signalized Intersections
Divided
Commercial/Residential
50 MPH
No Change
Commercial/Residential, Bike Lane. It is recommended to maintain the existing 50 MPH posted speed (CA MUTCD option 1).

Yes/Yes
Unsignalized: Oasis Way
At Bob Hope Dr./Oasis Way/Versailles Dr./Monterey Ave.

Yes/Yes
No
No
None

1.00 Miles
None
None
Good
Good
Signalized: Bob Hope Dr./Versailles Dr./Monterey Ave.

Gerald Ford Dr.Bob Hope Dr. to Monterey Ave.
50 MPH
11,436 Vehicles Per Day
2 Lanes Per Direction
15-97

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 37 DATE:8/15/2023 SURVEY BY:Counts Unlimited
TIME:9:00 AM - 10:05 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 31 MPH
10 MPH Pace 24 - 33 MPH
Percent in Pace 83%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

At Signalized Intersections
Undivided
Residential/Parks & Recreation/Open Space
30 MPH
No Change
Residential/Parks & Recreation/Open Space. It is recommended to maintain the existing 30 MPH posted speed (85th percentile speed).

Yes/Yes
Unsignalized: La Costa Dr.

At Bob Hope Dr.

Yes/No
No
No
None

0.19 Miles
None
None
Good
Good
Signalized: Bob Hope Dr.

Ginger Rogers Rd.Victoria Falls Gate to Bob Hope Dr.
30 MPH
1,783 Vehicles Per Day
1 Lane Per Direction
15-98

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 38 DATE:8/15/2023 SURVEY BY:Counts Unlimited
TIME:10:05 AM - 11:10 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 34 MPH
10 MPH Pace 24 - 33 MPH
Percent in Pace 83%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

At Signalized Intersections
Undivided
Commercial/Residential
40 MPH
No Change
Commercial/Residential. It is recommended to maintain the existing 40 MPH posted speed (CA MUTCD option 2).

Yes/Yes
Unsignalized: Landy Ln./Echo Ln./Via Josefina
At Bob Hope Dr./Echo Ln.

Yes/No
No
No
None

0.40 Miles
None
None
Good
Good
Signalized: Bob Hope Dr.

Ginger Rogers Rd.Bob Hope Dr. Via Josefina
40 MPH
284 Vehicles Per Day
1 Lane Per Direction
15-99

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 39 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:10:30 AM - 11:40 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 30 MPH
10 MPH Pace 23 - 32 MPH
Percent in Pace 92%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

Yes
Undivided
School/Residential/Commercial
30 MPH
No Change
School/Residential/Commercial. It is recommended to maintain the existing 30 MPH posted speed (85th percentile speed).

At Hwy 111/Yes
Unsignalized: Sahara Rd./San Gorgonio Rd./Mirage Rd./Estellita Dr./Biskra Rd./Halgar Rd.

At Hwy 111/Mirage Rd./Biskra Rd./School
Yes/No
No
No
None

0.46 Miles
None
Between Hwy 111 & Sahara Rd/Sahara Rd. & San Gorgonio Rd./Estellita Dr. & Biskra Rd.

Good
Good
Signalized: Hwy 111
Indian Trail Highway 111 to Halgar Rd.
30 MPH
861 Vehicles Per Day
1 Lane Per Direction
15-100

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 40 DATE:8/10/2023 SURVEY BY:Counts Unlimited
TIME:10:45 AM - 11:45 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 41 MPH
10 MPH Pace 30 - 39 MPH
Percent in Pace 64%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 1
Total Accidents 1
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 2.02 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/23/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

Yes
Undivided
Residential
30 MPH
No Change
Residential. It is recommended to maintain the existing 30 MPH posted speed (CA MUTCD option 1).

No/Yes
Unsignalized: Los Alamos Rd./Bravo Ct./Iris Ln.

None
Yes/No
No
Yes
None

0.31 Miles
None
Between Hwy 111 & Sahara Rd/Sahara Rd. & San Gorgonio Rd./Estellita Dr. & Biskra Rd.

Good
Good
Signalized: None
La Paz Rd.Thompson Rd. to Los Reyes Dr.
30 MPH
877 Vehicles Per Day
1 Lane Per Direction
15-101

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 41 DATE:8/15/2023 SURVEY BY:Counts Unlimited
TIME:11:35 AM - 12:40 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 37 MPH
10 MPH Pace 30 - 39 MPH
Percent in Pace 75%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Rancho Mirage was performed under my supervision. I certify that I am both experienced in performing surveys of this type and am duly registered in the State of California as a professional engineer. The survey has been conducted in strict compliance with guidelines contained in the most current versions of the California Vehicle Code (CVC) and the California Department of Transportation Manual on Uniform Traffic Control Devices (CAMUTCD). Data contained in this report represents a true and accurate description of traffic conditions existing on Rancho Mirage's streets.

MINAGAR & ASSOCIATES, INC.

Unsignalized: Tamarisk Ln./Valerie Cir./Sunny Ln./Big Sioux Rd./Cypress Ln./Colorado Ct./Boulder Ln./Los Altos Ct./Toscana Way W
No
Undivided
Commercial/Residential
35 MPH
No Change
Commercial/Residential. It is recommended to maintain the existing 35 MPH posted speed (85th percentile speed).

0.50 Miles
Hump Between Sunny Ln. & Big Sioux Rd./Boulder Ln. & Los Altos Ct.

Curve North of Road Segment
Good
Good
No/Yes
At Gerald Ford Dr.

Yes/No
No
Yes
None
Los Alamos Rd. (S)Tamarisk Ln. to Gerald Ford Dr.
35 MPH
1,749 Vehicles Per Day
1 Lane Per Direction
Signalized: Gerald Ford Dr.
15-102

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 42 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:10:10 AM - 11:00 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 54 MPH
10 MPH Pace 45 - 54 MPH
Percent in Pace 68%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

Yes/Yes
Unsignalized: Via Bella
At Dinah Shore Dr./Via Bella/Ramon Rd.

Yes/Yes
No
Yes
None

1.00 Mile
Decline from Via Bella to Ramon Rd.

None
Good
Good
Signalized: Dinah Shore Dr./Ramon Rd.

Los Alamos Rd. (N)Dina Shore Dr. to Ramon Rd.
50 MPH
2,247 Vehicles Per Day
2 Lanes Per Direction
15-103

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 43 DATE:8/16/2023 SURVEY BY:Counts Unlimited
TIME:12:30 PM - 2:10 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 35 MPH
10 MPH Pace 26 - 35 MPH
Percent in Pace 73%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

Yes
Undivided
Residential/Parks & Recreation/Open Space
30 MPH
No Change
Residential/ Parks & Recreation/Open Space. It is recommended to maintain the existing 30 MPH posted speed (CA MUTCD option 1).

No/Yes
Unsignalized: Tamarisk Ln./Patricia Park Pl.

None
Yes/No
No
Yes
None

0.26 Miles
Decline from Via Bella to Ramon Rd.

Between Tamarisk Ln & La Paz Rd.

Good
Fair
Signalized: None
Los Reyes Dr.La Paz Rd. to Sunny Ln.
30 MPH
704 Vehicles Per Day
1 Lane Per Direction
15-104

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 44 DATE:8/17/2023 SURVEY BY:Counts Unlimited
TIME:2:00 PM - 3:30 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 31 MPH
10 MPH Pace 22 - 31 MPH
Percent in Pace 86%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

At Signalized Intersections
Undivided
Commercial/Residential/Parks & Recreation/Open Space
30 MPH
No Change
Commercial/Residential/Parks & Recreation/Open Space. It is recommended to maintain the existing 30 MPH posted speed (85th percentile speed).

No/Yes
Unsignalized: Joshua Rd.

Hwy 111
Yes/Yes
No
Yes
None

0.47 Miles
None
West of Road Segment
Good
Good
Signalized: Hwy 111
Magnesia Falls Dr.Highway 111 to Joshua Rd.
30 MPH
416 Vehicles Per Day
1 Lane Per Direction
15-105

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 45 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:2:00 PM - 3:00 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 33 MPH
10 MPH Pace 26 - 35 MPH
Percent in Pace 88%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

Unsignalized: Sahara Rd./San Gorgonio Rd./Tunis Rd./Mirage Rd./Estellita Dr./Biskra Rd./Halgar Rd./Gardess Rd.

From Hwy 111 to Tunis Rd.

Undivided
Residential/Commercial
30 MPH
No Change
Residential/Commercial. It is recommended to maintain the existing 30 MPH posted speed (CA MUTCD option 2).

0.52 Miles
None
Between Hwy 111 & Sahara Rd./Sahara Rd. & San Gorgonio Rd./San Gorgonio Rd. & Estellita Dr.

Good
Good
At Hwy 111/Yes
None
Yes/No
No
Yes
None
Magnesia Falls Dr.Highway 111 to Gardess Rd.
30 MPH
539 Vehicles Per Day
1 Lane Per Direction
Signalized: Hwy 111
15-106

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 46 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:11:40 AM - 1:05 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 35 MPH
10 MPH Pace 27 - 36 MPH
Percent in Pace 78%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

At Hwy 111/Indian Trail
Undivided
Commercial/Body of Water/Residential/School
30 MPH
No Change
Commercial/Body of Water/Residential/ School. It is recommended to maintain the existing 30 MPH posted speed (CA MUTCD option 1).

At Hwy 111/Yes
Unsignalized: Mirage Rd./Sahara Rd./San Gorgonio Rd./Indian Trail At Hwy 111/Indian Trail
Yes/No
No
No
None

0.42 Miles
None
Between Hwy 111 & San Gorgonio Rd./South of Road Segment Good
Fair
Signalized: Hwy 111
Mirage Rd.Highway 111 to Indian Trail
30 MPH
636 Vehicles Per Day
1 Lane Per Direction
15-107

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 47 DATE:8/9/2023 SURVEY BY:Counts Unlimited
TIME:9:40 AM - 10:00 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 54 MPH
10 MPH Pace 46 - 55 MPH
Percent in Pace 69%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 6
Total Accidents 6
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.14 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

At All Signalized Intersections & Magnesia Falls Dr.

Undivided/Divided
Residential/Parks & Recreation/Body of Water
50 MPH
No Change
Residential/Parks & Recreation/Open Space/Body of Water, Truck Route. It is recommended to maintain the existing 50 MPH posted speed (CA MUTCD option 2).

Yes/Yes
Unsignalized: Magnesia Falls Dr./El Toro Dr.

At Magnesia Falls Dr./Avenida Las Palmas/Clancy Ln.

Yes/No
Yes
No
None

0.88 Miles
None
None
Good
Fair
Signalized: Avenida Las Palmas/Clancy Ln.

Monterey Ave.South City Limit to Clancy Ln.
50 MPH
27,427 Vehicles Per Day
2 Lanes Per Direction
15-108

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 48 DATE:8/9/2023 SURVEY BY:Counts Unlimited
TIME:10:00 AM - 10:20 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 51 MPH
10 MPH Pace 43 - 52 MPH
Percent in Pace 79%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 4
Total Accidents 8
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.11 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

At Intersections
Undivided/Divided
Civic & Institutional/Residential/Commercial
50 MPH
No Change
Civic & Institutional/Residential/ Commercial, Truck Route. It is recommended to maintain the existing 50 MPH posted speed (85th percentile speed).

Yes/Yes
Unsignalized: Verbenia Rd./Sagewood Dr.

At Clancy Ln./Verbenia Rd./Hovley Ln./Sagewood Dr./Country Club Dr.

Yes/No
Yes
No
None

0.75 Miles
Incline from Clancy Ln. to Hovley Ln.

None
Good
Good
Signalized: Clancy Ln./Hovley Ln./Country Club Dr.

Monterey Ave.Clancy Ln. to Country Club Dr.
50 MPH
27,696 Vehicles Per Day
2 Lanes Per Direction/ 2 Lanes Southbound & 3 Lanes Northbound 15-109

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 49 DATE:8/9/2023 SURVEY BY:Counts Unlimited
TIME:10:20 AM - 10:40 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 57 MPH
10 MPH Pace 46 - 55 MPH
Percent in Pace 70%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 4
Total Accidents 7
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.08 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

At Intersections
Divided
Commercial/Parks & Recreation/Open Space/Residential
55 MPH
No Change
Commercial/Parks & Recreation/Open Space/Residential, Truck Route, Bike Lane. It is recommended to maintain the existing 55 MPH posted speed (85th percentile speed).

Yes/Yes
Unsignalized: None
At Country Club Dr./Frank Sinatra Dr.

Yes/Yes
Yes
No
None

1.00 Mile
None
None
Good
Good
Signalized: Country Club Dr./Frank Sinatra Dr.

Monterey Ave.Country Club Dr. to Frank Sinatra Dr.
55 MPH
27,703 Vehicles Per Day
3 Lanes Per Direction
15-110

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 50 DATE:8/9/2023 SURVEY BY:Counts Unlimited
TIME:10:40 AM - 11:00 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 58 MPH
10 MPH Pace 45 - 54 MPH
Percent in Pace 66%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 3
Total Accidents 7
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.06 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

At Signalized Intersections
Divided
Commercial/Residential
55 MPH
No Change
Commercial/Recreational, Truck Route, Bike Lane. It is recommended to maintain the existing 55 MPH posted speed (CA MUTCD option 2).

Yes/Yes
Unsignalized: None
At Frank Sinatra Dr./Shadow Ridge Rd./Gerald Ford Dr.

Yes/Yes
Yes
No
None

1.00 Mile
None
Between Frank Sinatra Dr. & Shadow Ridge Rd.

Good
Fair
Signalized: Frank Sinatra Dr./Shadow Ridge Rd./Gerald Ford Dr.

Monterey Ave.Frank Sinatra Dr. to Gerald Ford Dr.
55 MPH
27,582 Vehicles Per Day
3 Lanes Per Direction
15-111

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 51 DATE:8/9/2023 SURVEY BY:Counts Unlimited
TIME:11:00 AM - 11:20 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 55 MPH
10 MPH Pace 47 - 56 MPH
Percent in Pace 61%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 5
Total Accidents 9
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.10 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

At Signalized Intersections
Divided
Residential/Commercial
55 MPH
No Change
Residential/Commercial, Truck Route, Bike Lane. It is recommended to maintain the existing 55 MPH posted speed (85th percentile speed).

Yes/Yes
Unsignalized: A St.

At Gerald Ford Dr./A St./Dick Kelly Dr./Market Place/Dinah Shore Dr.

Yes/Yes
Yes
No
None

1.00 Mile
Decline from Dick Kelly Dr. to Dinah Shore Dr.

None
Good
Fair
Signalized: Gerald Ford Dr./Dick Kelly Dr./Market Place/Dinah Shore Dr.

Monterey Ave.Gerald Ford Dr. to Dina Shore Dr.
55 MPH
26,260 Vehicles Per Day
3 Lanes Per Direction
15-112

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 52 DATE:8/10/2023 SURVEY BY:Counts Unlimited
TIME:9:25 AM - 9:55 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 53 MPH
10 MPH Pace 44 - 53 MPH
Percent in Pace 72%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 2
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

At Signalized Intersections
Divided
Residential
50 MPH
No Change
Residential, Bike Lane. It is recommended to maintain the existing 50 MPH posted speed (CA MUTCD option 2).

At Signalized Intersections/Yes
Unsignalized: Early Times Rd./Johnar Blvd.

At Country Club Dr./Early Times Rd./Frank Sinatra Dr.

Yes/Yes
No
No
None

1.00 Mile
None
None
Good
Good
Signalized: Country Club Dr./Frank Sinatra Dr.

Morningside Dr.Country Club Dr. to Frank Sinatra Dr.
50 MPH
3,244 Vehicles Per Day
2 Lanes Per Direction
15-113

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 53 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:1:05 PM - 3:50 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 32 MPH
10 MPH Pace 26 - 35 MPH
Percent in Pace 84%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
MINAGAR & ASSOCIATES, INC.

At Various Intersections
Undivided
Residential/Commercial
30 MPH
No Change
Residential/Commercial. It is recommended to maintain the existing 30 MPH posted speed (85th percentile speed).

At Hwy 111/Yes
At Hwy 111
Yes/No
No
Yes
None

0.47 Miles
None
At Sahara Rd.

Good
Good
Signalized:

Unsignalized: Hwy 111/Sahara Dr./San Gorgonio Rd./Tunis Rd./Mirage Rd./Estellita Dr./Biskra Rd./Halgar Rd.

Ocotillo Dr.Highway 111 to Halgar Rd.
30 MPH
220 Vehicles Per Day
1 Lane Per Direction
15-114

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 54 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:3:15 PM - 3:35 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 50 MPH
10 MPH Pace 40 - 49 MPH
Percent in Pace 72%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
Signalized: None
Park View Dr.East City Limit to West City Limit
45 MPH
4,539 Vehicles Per Day
1 Lane Per Direction
Yes/Yes
Unsignalized: Marbrissa Dr./Joshua Rd.

At Hwy 111
Yes/Yes
No
Yes
None

0.46 Miles
Incline from Joshua Rd. to Marbrissa Dr.

At Sahara Rd.

Good
Fair
MINAGAR & ASSOCIATES, INC.

At Various Intersections
Undivided
Commercial/Residential/Body of Water
45 MPH
No Change
Commercial/Residential/Body of Water, Bike Lane. It is recommended to maintain the existing 45 MPH posted speed (CA MUTCD option 1).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 55 DATE:8/9/2023 SURVEY BY:Counts Unlimited
TIME:12:20 PM - 12:45 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 39 MPH
10 MPH Pace 30 - 39 MPH
Percent in Pace 75%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

No
Yes
None
Plumley Rd.Gerald Ford Dr. to Dina Shore Dr.
35 MPH
3,814 Vehicles Per Day
1 Lane Per Direction
Signalized: Gerald Ford Dr./Dinah Shore Dr.

MINAGAR & ASSOCIATES, INC.

Unsignalized: Via Aldea/Paseo Alegre Dr./Converse Rd./Shasta Lake Dr./35th Ave./Victoria Dr./Antonia Way/Rebecca Way/Bion Way
At Gerald Ford Dr./Via Aldea/Converse Rd./Shasta Lake Dr./35th Ave./Victoria Dr./Antonia Way/Rebecca Way/Bion Way/Dinah Shore Dr.

Yes
Undivided
Residential/School/Civic & Institutional
35 MPH
No Change
Residential/School/Civic & Institutional. It is recommended to maintain the existing 35 MPH posted speed (CA MUTCD option 2).

1.00 Mile
Incline from 35th Ave. to Victoria Dr.

None
Good
Good
Yes/Yes
Yes/No
15-116

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 56 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:9:50 AM - 10:10 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 61 MPH
10 MPH Pace 48 - 57 MPH
Percent in Pace 57%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 4
Total Accidents 10
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.07 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
Signalized: Da Vall Dr./Rattler Rd./Los Alamos Rd.

Ramon Rd.Da Vall Dr. to Los Alamos Rd.
55 MPH
29,531 Vehicles Per Day
3 Lanes Per Direction
Yes/Yes
Unsignalized: None
At Da Vall Dr./Rattler Rd./Los Alamos Rd.

Yes/Yes
Yes
No
None

1.00 Mile
Incline from Da Vall Dr. to Rattler Rd./Decline from Rattler Rd. to Los Alamos Rd.

None
Good
Good
MINAGAR & ASSOCIATES, INC.

At Signalized Intersections
Divided
Civic & Institutional/Commercial/Residential/Parks & Recreation/Open Space 55 MPH
No Change
Civic & Institutional/Commercial/ Residential/Parks & Recreation/Open Space, Truck Route, Bike Lane. It is recommended to maintain the existing 55 MPH posted speed (CA MUTCD option 1).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 57 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:11:00 AM - 11:20 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 61 MPH
10 MPH Pace 49 - 58 MPH
Percent in Pace 61%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
Signalized: Los Alamos Rd./Bob Hope Dr.

Ramon Rd.Los Alamos Rd. to Bob Hope Dr.
55 MPH
27,415 Vehicles Per Day
3 Lanes Per Direction
At Bob Hope Dr./Yes
Unsignalized: None
At Los Alamos Rd./Bob Hope Dr.

Yes/Yes
Yes
No
None

0.73 Miles
Decline from Los Alamos Rd. to Bob Hope Dr.

None
Good
Fair
MINAGAR & ASSOCIATES, INC.

At Signalized Intersections
Divided
Commercial/Residential
55 MPH
No Change
Commercial/Residential, Truck Route, Bike Lane. It is recommended to maintain the existing 55 MPH posted speed (CA MUTCD option 1).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 58 DATE:8/8/2023 SURVEY BY:Counts Unlimited
TIME:11:20 AM - 11:40 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 47 MPH
10 MPH Pace 37 - 46 MPH
Percent in Pace 63%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 2
Total Accidents 4
Expected Collision Rate 1.00 (Speed-Related Only)
Calculated Collision Rate 0.15 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
Signalized: Bob Hope Dr./Interstate 10
Ramon Rd.Bob Hope Dr. to Interstate 10
45 MPH
19,992 Vehicles Per Day
2 Lanes Per Direction/1 Lane Per Direction
Yes/Yes
Unsignalized: None
At Bob Hope Dr./Interstate 10
Yes/No
Yes
No
None

0.37 Miles
Incline from Bob Hope Dr. to Interstate 10
None
Good
Fair
MINAGAR & ASSOCIATES, INC.

At Signalized Intersections
Divided/Undivided
Commercial/Parks & Recreation/Open Space
45 MPH
No Change
Commercial/Parks & Recreation/Open Space, Truck Route. It is recommended to install a 45 MPH posted speed limit sign in the eastbound direction on Ramon Rd between Bob Bope Drive to Interstate 10 (85th percentile speed).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 59 DATE:8/9/2023 SURVEY BY:Counts Unlimited
TIME:9:00 AM - 12:25 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 36 MPH
10 MPH Pace 27 - 36 MPH
Percent in Pace 86%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

No
Yes
None
Sahara Rd.Mirage Rd. to Magnesia Falls Dr.
30 MPH
473 Vehicles Per Day
1 Lane Per Direction
Signalized: None
MINAGAR & ASSOCIATES, INC.

Unsignalized: Mirage Rd./Indian Trail/Dunes View Rd./Rancho Las Palmas Dr./Rancho Mirage Ln./E Veldt St./Ocotillo Dr./Magnesia Falls Dr.

None
Undivided
Residential/Commercial
30 MPH
No Change
Residential/Commercial. It is recommended to maintain the existing 30 MPH posted speed (CA MUTCD option 1).

0.98 Miles
None
At Indian Trail/Ocotillo Dr.

Good
Good
No/Yes
None
Yes/No
15-120

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 60 DATE:8/10/2023 SURVEY BY:Counts Unlimited
TIME:11:45 AM - 12:30 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 37 MPH
10 MPH Pace 28 - 37 MPH
Percent in Pace 71%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
Signalized: None
San Jacinto Dr.Rancho Las Palmas Dr to RM Community Park 30 MPH
1,470 Vehicles Per Day
1 Lane Per Direction
Yes/Yes
Unsignalized: Rancho Las Palmas Dr./Whitewater Way/Indian Trail/RM Community Park At Rancho Las Palmas Dr.

Yes/No
No
Yes
None

0.30 Miles
None
At RM Community Park
Good
Fair
MINAGAR & ASSOCIATES, INC.

None
Undivided
Commercial/Residential/Parks & Recreation/Open Space
30 MPH
No Change
Commercial/Residential/Parks & Recreation/Open Space. It is recommended to maintain the existing 30 MPH posted speed (CA MUTCD option 1).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 61 DATE:8/10/2023 SURVEY BY:Counts Unlimited
TIME:12:30 PM - 1:35 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 37 MPH
10 MPH Pace 24 - 33 MPH
Percent in Pace 72%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
Signalized: None
San Jacinto Dr.RM Community Park to Highway 111
30 MPH
534 Vehicles Per Day
1 Lane Per Direction
Yes/Yes
Unsignalized: RM Community Park/Button Dr./Sunrise Ct./Morningside Ct./Emmons Way/Hwy 111 At Button Dr./Emmons Way/Hwy 111
Yes/No
No
Yes
None

0.38 Miles
None
At Morningside Ct./Emmons Way
Good
Fair
MINAGAR & ASSOCIATES, INC.

None
Undivided
Parks & Recreation/Commercial
30 MPH
No Change
Parks & Recreation/Open Space/Commercial. It is recommended to maintain the existing 30 MPH posted speed (CA MUTCD option 1).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 62 DATE:8/16/2023 SURVEY BY:Counts Unlimited
TIME:11:30 AM - 12:30 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 41 MPH
10 MPH Pace 32 - 41 MPH
Percent in Pace 68%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

No
Yes
None
Sunny Ln.Da Vall Dr. to Palm View Rd.
30 MPH
928 Vehicles Per Day
1 Lane Per Direction
Signalized: None
MINAGAR & ASSOCIATES, INC.

Unsignalized: Da Vall Dr./Sunny Palms Ln./Palm Ct./Palmdale Rd./Silver Cir./Ferber Dr./Marber Dr./Sterling Pl./Pinto Palm Way/Verlaine Dr./Palm View Rd.

At Da Vall Dr./Sunny Palms Ln./Palm Ct./Palmdale Rd./Silver Cir./Ferber Dr./Marber Dr./Sterling Pl./Palm View Rd.

At Ends of Road Segment
Undivided
Residential
30 MPH
No Change
Residential. It is recommended to maintain the existing 30 MPH posted speed (CA MUTCD option 1).

0.50 Miles
None
None
Good
Good
Yes/Yes
Yes/No
15-123

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 63 DATE:8/16/2023 SURVEY BY:Counts Unlimited
TIME:9:00 AM - 10:15 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 35 MPH
10 MPH Pace 25 - 34 MPH
Percent in Pace 73%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
Signalized: None
Sunny Ln.Palm View Rd. to Los Reyes Dr.
30 MPH
539 Vehicles Per Day
1 Lane Per Direction
No/Yes
Unsignalized: Palm View Rd./Independent Cir./Donna Cir./Palomino Ln./Nancy Ln./Bluebird Ave./Windsor Cir./Jasmine Ln./Los Alamos Rd./Patricia Park Pl.

At Palm View Rd.

Yes/No
No
Yes
None

0.69 Miles
Decline from Nancy Ln. to Bluebird Ave./Incline from Los Alamos Rd. to Patrica Park Pl.

None
Good
Good
MINAGAR & ASSOCIATES, INC.

No
Undivided
Residential
30 MPH
No Change
Residential. It is recommended to maintain the existing 30 MPH posted speed (CA MUTCD option 1).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 64 DATE:8/10/2023 SURVEY BY:Counts Unlimited
TIME:9:45 AM - 10:45 AM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 35 MPH
10 MPH Pace 27 - 36 MPH
Percent in Pace 75%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
Signalized: Frank Sinatra Dr.

Thompson Rd.Frank Sinatra Dr. to La Paz Rd.
30 MPH
1,043 Vehicles Per Day
1 Lane Per Direction
No/Yes
Unsignalized: Garden View Ln.

At Frank Sinatra Dr.

Yes/No
No
Yes
None

0.25 Miles
None
Curve South of Road Segment
Good
Fair
MINAGAR & ASSOCIATES, INC.

Yes
Undivided
Residential
30 MPH
No Change
Residential. It is recommended to maintain the existing 30 MPH posted speed (CA MUTCD option 1).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 65 DATE:8/16/2023 SURVEY BY:Counts Unlimited
TIME:10:15 AM - 12:30 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 38 MPH
10 MPH Pace 25 - 34 MPH
Percent in Pace 65%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

No
Yes
None
Tamarisk Ln.Palm View Rd. to Los Reyes Dr.
30 MPH
283 Vehicles Per Day
1 Lane Per Direction
Signalized: None
MINAGAR & ASSOCIATES, INC.

Unsignalized: Palm View Rd./Gardenia Ct./Camellia Ct./Palomino Ln./Oreilly Ct./Andrews Cir./Los Alamos Rd./Los Reyes Dr.

Yes
Undivided
Residential
30 MPH
No Change
Residential. It is recommended to maintain the existing 30 MPH posted speed (CA MUTCD option 2).

0.69 Miles
None
None
Good
Fair
No/Yes
None
Yes/No
15-126

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 66 DATE:8/10/2023 SURVEY BY:Counts Unlimited
TIME:1:35 PM - 4:00 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 49 MPH
10 MPH Pace 32 - 41 MPH
Percent in Pace 55%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 8/24/2023
Fred Minagar State Registration No.Date
Signalized: None
Verbenia Rd.Cholla Ln. to Monterey Ave.
40 MPH
295 Vehicles Per Day
1 Lane Per Direction
No/Yes
Unsignalized: Cholla Ln./Vista Dunes Rd./Garnett Ct./Monterey Ave.

None
Yes/No
No
Yes
None

0.50 Miles
None
None
Good
Good
MINAGAR & ASSOCIATES, INC.

No
Undivided
Residential
40 MPH
No Change
Residential. It is recommended to maintain the existing 40 MPH posted speed (CA MUTCD option 2).

CITY OF RANCHO MIRAGE
2023 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 67 DATE:8/17/2023 SURVEY BY:Counts Unlimited
TIME:12:25 PM - 2:00 PM CHECK BY:P Nguyen
1 - PREVAILING SPEED DATA
85th Percentile 43 MPH
10 MPH Pace 30 - 39 MPH
Percent in Pace 67%
Posted Speed Limit
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 1.04 (Speed-Related Only)
Calculated Collision Rate 0.00 (Speed-Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Route
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

No
No
None
Vista Dunes Rd.Frank Sinatra Dr. to South Cul-de-sac
25 MPH
607 Vehicles Per Day
1 Lane Per Direction
Signalized: None
MINAGAR & ASSOCIATES, INC.

Unsignalized: Frank Sinatra Dr./Cielo Vista Ct./Catspaw Ct./Beach Dunes Ct./W Mountain Vista Ct./Terra Vista Ct./Paradise Cove Ct./Ascona Terrace./Halco Dunes Way./Belleza Ct./Serranos St./Acropolis Cir./Luxus court./Sunset View Ct./Whispering Wind Ct.

No
Undivided
Residential/Commercial
30 MPH
Increase
Residential/Commercial, Bike Lane.It is recommended to increase the existing 25 MPH posted speed to 30 MPH (CA MUTCD option 2).

0.89 Miles
None
None
Good
Good
No/Yes
At Frank Sinatra Dr.

Yes/Yes
15-128

Appendix D
Radar Speed Survey Sheets

15-129

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Hi
g
h
w
a
y

1 1
1 65
0 0
65 0
64 0
0 64
0 63
0 0
63 0
Be
t
w
e
e
n
:

Ra
n
c
h
o

R
o
a
d

B
o
b

H
o
p
e

D
r
i
v
e
62 0
0 62
0 61
0 0
61 0
60 0
0 60
0 W
e
a
t
h
e
r
:

Cle
a
r
59 0
0 59
0 58
0 1
58 X
1 57
0 0
57 0
Da
t
e
:
56 0
1 56
X
1 55
1 2
55 X
X
X
3 54
2 1
54 X
X
X
3 Tim
e
53 1
2 53
X
X
X
3 Fr
o
m
:
9:0
0 52
3 2
52 X
X
X
X
X
5 51
2 3
51 X
X
X
X
X
5 Tim
e
50 2
3 50
X
X
X
X
X
5 *
To
:
9:4
0 49
2 1
49 X
X
X
3 *
48 1
4 48
X
X
X
X
X
5 *
Ex
i
s
t
i
n
g
47 4
8 47
X
X
X
X
X
X
X
X
X
X
X
X
12 P
Sp
e
e
d

L
i
m
i
t
:
45 MP
H

46 7
5 46
X
X
X
X
X
X
X
X
X
X
X
X
12 A
45 4
1 45
X
X
X
X
X
5 C
44 7
3 44
X
X
X
X
X
X
X
X
X
X
10 E
43 0
0 43
0 *
42 3
4 42
X
X
X
X
X
X
X
7 *
41 5
2 41
X
X
X
X
X
X
X
7 *
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
40 0
0 40
0 %
O
v
e
r

P
a
c
e
:
18 %
10 %
21 %
39 2
1 39
X
X
X
3 38
2 2
38 X
X
X
X
4 %
I
n

P
a
c
e
:
70 %
64 %
66 %
37 0
0 37
0 36
0 1
36 X
1 %
U
n
d
e
r

P
a
c
e
:
12 %
26 %
13 %
35 1
1 35
X
X
2 34
1 0
34 X
1 Av
e
r
a
g
e

S
p
e
e
d
:
45 MP
H
46 MP
H
46 MP
H
33 0
0 33
0 32
0 2
32 X
X
2 Pa
c
e

S
p
e
e
d
:
41 -

5 0
MP
H
44 -

5 3
MP
H
41 -

5 0
MP
H
31 0
0 31
0 30
0 0
30 0
29 0
0 29
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
41 M
P
H
41 M
P
H
41 M
P
H
28 0
0 28
0 27
0 0
27 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
45 M
P
H
47 M
P
H
46 M
P
H
26 0
0 26
0 25
0 0
25 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
51 M
P
H
52 M
P
H
52 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
7 /
2 3
15-130

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Hi
g
h
w
a
y

1 1
1 65
0 0
65 0
64 0
0 64
0 63
0 0
63 0
Be
t
w
e
e
n
:

Bo
b

H
o
p
e

D
r
i
v
e

I
n
d
i
a
n

T
r
a
i
l
62 0
0 62
0 61
0 0
61 0
60 0
1 60
X
1 W
e
a
t
h
e
r
:

Cle
a
r
59 0
1 59
X
1 58
0 0
58 0
57 1
2 57
X
X
X
3 Da
t
e
:
56 0
2 56
X
X
2 55
2 1
55 X
X
X
3 54
1 0
54 X
1 Tim
e
53 2
2 53
X
X
X
X
4 Fr
o
m
:
9:2
0 52
3 1
52 X
X
X
X
4 51
3 0
51 X
X
X
3 Tim
e
50 3
2 50
X
X
X
X
X
5 *
To
:
9:4
0 49
5 4
49 X
X
X
X
X
X
X
X
X
9 *
48 6
3 48
X
X
X
X
X
X
X
X
X
9 *
Ex
i
s
t
i
n
g
47 8
4 47
X
X
X
X
X
X
X
X
X
X
X
X
12 P
Sp
e
e
d

L
i
m
i
t
:
45 MP
H

46 0
2 46
X
X
2 A
45 4
3 45
X
X
X
X
X
X
X
7 C
44 2
4 44
X
X
X
X
X
X
6 E
43 3
5 43
X
X
X
X
X
X
X
X
8 *
42 1
6 42
X
X
X
X
X
X
X
7 *
41 1
4 41
X
X
X
X
X
5 *
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
40 0
0 40
0 %
O
v
e
r

P
a
c
e
:
12 %
20 %
22 %
39 0
2 39
X
X
2 38
1 0
38 X
1 %
I
n

P
a
c
e
:
74 %
74 %
70 %
37 0
0 37
0 36
0 1
36 X
1 %
U
n
d
e
r

P
a
c
e
:
14 %
6%
8%
35 0
0 35
0 34
2 0
34 X
X
2 Av
e
r
a
g
e

S
p
e
e
d
:
47 MP
H
47 MP
H
47 MP
H
33 1
0 33
X
1 32
0 0
32 0
Pa
c
e

S
p
e
e
d
:
43 -

5 2
MP
H
41 -

5 0
MP
H
41 -

5 0
MP
H
31 1
0 31
X
1 30
0 0
30 0
29 0
0 29
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
43 M
P
H
42 M
P
H
42 M
P
H
28 0
0 28
0 27
0 0
27 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
48 M
P
H
45 M
P
H
47 M
P
H
26 0
0 26
0 25
0 0
25 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
52 M
P
H
53 M
P
H
52 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
7 /
2 3
15-131

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Hi
g
h
w
a
y

1 1
1 65
0 0
65 0
64 0
0 64
0 63
0 0
63 0
Be
t
w
e
e
n
:

Ind
i
a
n

T
r
a
i
l

M
i
r
a
g
e

R
o
a
d
62 0
0 62
0 61
0 0
61 0
60 0
0 60
0 W
e
a
t
h
e
r
:

Cle
a
r
59 0
0 59
0 58
0 0
58 0
57 0
2 57
X
X
2 Da
t
e
:
56 2
1 56
X
X
X
3 55
1 0
55 X
1 54
0 1
54 X
1 Tim
e
53 3
2 53
X
X
X
X
X
5 Fr
o
m
:
9:4
0 52
0 1
52 X
1 51
2 3
51 X
X
X
X
X
5 Tim
e
50 6
1 50
X
X
X
X
X
X
X
7 *
To
:
10 :
0 0
49 1
5 49
X
X
X
X
X
X
6 *
48 2
1 48
X
X
X
3 *
Ex
i
s
t
i
n
g
47 2
0 47
X
X
2 P
Sp
e
e
d

L
i
m
i
t
:
45 MP
H

46 4
6 46
X
X
X
X
X
X
X
X
X
X
10 A
45 3
0 45
X
X
X
3 C
44 6
6 44
X
X
X
X
X
X
X
X
X
X
X
X
12 E
43 3
5 43
X
X
X
X
X
X
X
X
8 *
42 3
5 42
X
X
X
X
X
X
X
X
8 *
41 5
5 41
X
X
X
X
X
X
X
X
X
X
10 *
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
40 1
1 40
X
X
2 %
O
v
e
r

P
a
c
e
:
16 %
20 %
18 %
39 2
2 39
X
X
X
X
4 38
1 0
38 X
1 %
I
n

P
a
c
e
:
70 %
68 %
69 %
37 1
0 37
X
1 36
1 2
36 X
X
X
3 %
U
n
d
e
r

P
a
c
e
:
14 %
12 %
13 %
35 1
0 35
X
1 34
0 1
34 X
1 Av
e
r
a
g
e

S
p
e
e
d
:
45 MP
H
45 MP
H
45 MP
H
33 0
0 33
0 32
0 0
32 0
Pa
c
e

S
p
e
e
d
:
41 -

5 0
MP
H
41 -

5 0
MP
H
31 0
0 31
0 30
0 0
30 0
29 0
0 29
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
41 M
P
H
41 M
P
H
41 M
P
H
28 0
0 28
0 27
0 0
27 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
45 M
P
H
44 M
P
H
44 M
P
H
26 0
0 26
0 25
0 0
25 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
51 M
P
H
51 M
P
H
51 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
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y
Ra
d
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r

S
u
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v
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C
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d
u
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B
y
:

Co
u
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t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
7 /
2 3
15-132

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
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o
n
:

Hi
g
h
w
a
y

1 1
1 75
0 0
75 0
74 0
0 74
0 73
0 0
73 0
Be
t
w
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n
:

Mi
r
a
g
e

R
o
a
d

T
h
u
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d
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r
b
i
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d

R
o
a
d
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
0 0
65 0
64 0
0 64
0 Tim
e
63 0
0 63
0 Fr
o
m
:
10 :
0 0
62 0
0 62
0 61
0 0
61 0
Tim
e
60 0
1 60
X
1 To
:
10 :
2 0
59 0
1 59
X
1 58
0 2
58 X
X
2 Ex
i
s
t
i
n
g
57 0
3 57
X
X
X
3 Sp
e
e
d

L
i
m
i
t
:
50 MP
H

56 2
1 56
X
X
X
3 55
0 1
55 X
1 54
0 3
54 X
X
X
3 53
4 3
53 X
X
X
X
X
X
X
7 *
52 2
4 52
X
X
X
X
X
X
6 *
51 3
2 51
X
X
X
X
X
5 *
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
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e
d

S
t
a
t
i
s
t
i
c
s
50 3
3 50
X
X
X
X
X
X
6 P
%
O
v
e
r

P
a
c
e
:
16 %
18 %
14 %
49 3
3 49
X
X
X
X
X
X
6 A
48 5
2 48
X
X
X
X
X
X
X
7 C
%
I
n

P
a
c
e
:
76 %
62 %
67 %
47 9
1 47
X
X
X
X
X
X
X
X
X
X
10 E
46 4
3 46
X
X
X
X
X
X
X
7 *
%
U
n
d
e
r

P
a
c
e
:
8%
20 %
19 %
45 1
7 45
X
X
X
X
X
X
X
X
8 *
44 2
3 44
X
X
X
X
X
5 *
Av
e
r
a
g
e

S
p
e
e
d
:
47 MP
H
49 MP
H
48 MP
H
43 5
2 43
X
X
X
X
X
X
X
7 42
3 2
42 X
X
X
X
X
5 Pa
c
e

S
p
e
e
d
:
42 -

5 1
MP
H
45 -

5 4
MP
H
44 -

5 3
MP
H
41 1
0 41
X
1 40
1 1
40 X
X
2 39
1 0
39 X
1 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
43 M
P
H
44 M
P
H
43 M
P
H
38 0
0 38
0 37
0 0
37 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
47 M
P
H
49 M
P
H
48 M
P
H
36 0
2 36
X
X
2 35
1 0
35 X
1 85
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
52 M
P
H
56 M
P
H
53 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
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C
o
n
d
u
c
t
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d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
7 /
2 3
15-133

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Hi
g
h
w
a
y

1 1
1 75
0 0
75 0
74 0
0 74
0 73
0 0
73 0
Be
t
w
e
e
n
:

Th
u
n
d
e
r
b
i
r
d

R
o
a
d

C
o
u
n
t
r
y

C
l
u
b

D
r
i
v
e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
0 0
65 0
64 0
0 64
0 Tim
e
63 0
0 63
0 Fr
o
m
:
9:2
0 62
0 0
62 0
61 1
0 61
X
1 Tim
e
60 0
2 60
X
X
2 To
:
9:4
0 59
1 4
59 X
X
X
X
X
5 58
1 3
58 X
X
X
X
4 Ex
i
s
t
i
n
g
57 0
2 57
X
X
2 Sp
e
e
d

L
i
m
i
t
:
50 MP
H

56 3
0 56
X
X
X
3 55
2 2
55 X
X
X
X
4 *
54 2
0 54
X
X
2 *
53 2
2 53
X
X
X
X
4 *
52 6
5 52
X
X
X
X
X
X
X
X
X
X
X
11 P
51 3
5 51
X
X
X
X
X
X
X
X
8 A
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 8
1 50
X
X
X
X
X
X
X
X
X
9 C
%
O
v
e
r

P
a
c
e
:
6%
22 %
17 %
49 2
9 49
X
X
X
X
X
X
X
X
X
X
X
11 E
48 6
7 48
X
X
X
X
X
X
X
X
X
X
X
X
X
13 *
%
I
n

P
a
c
e
:
74 %
70 %
72 %
47 3
0 47
X
X
X
3 *
46 3
4 46
X
X
X
X
X
X
X
7 *
%
U
n
d
e
r

P
a
c
e
:
20 %
8%
11 %
45 1
1 45
X
X
2 44
2 0
44 X
X
2 Av
e
r
a
g
e

S
p
e
e
d
:
50 MP
H
51 MP
H
51 MP
H
43 1
1 43
X
X
2 42
0 0
42 0
Pa
c
e

S
p
e
e
d
:
47 -

5 6
MP
H
46 -

5 5
MP
H
46 -

5 5
MP
H
41 0
1 41
X
1 40
2 1
40 X
X
X
3 39
1 0
39 X
1 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
46 M
P
H
46 M
P
H
46 M
P
H
38 0
0 38
0 37
0 0
37 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
50 M
P
H
50 M
P
H
50 M
P
H
36 0
0 36
0 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
55 M
P
H
58 M
P
H
56 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/9
/
2 3
15-134

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Hi
g
h
w
a
y

1 1
1 65
0 0
65 0
64 0
0 64
0 63
0 0
63 0
Be
t
w
e
e
n
:

Co
u
n
t
r
y

C
l
u
b

D
r
i
v
e

M
i
r
a
g
e

C
o
v
e
62 0
0 62
0 61
0 0
61 0
60 0
0 60
0 W
e
a
t
h
e
r
:

Cle
a
r
59 0
1 59
X
1 58
0 1
58 X
1 57
0 2
57 X
X
2 Da
t
e
:
56 0
1 56
X
1 55
2 3
55 X
X
X
X
X
5 54
1 0
54 X
1 Tim
e
53 2
2 53
X
X
X
X
4 Fr
o
m
:
10 :
2 0
52 0
2 52
X
X
2 51
3 0
51 X
X
X
3 Tim
e
50 3
5 50
X
X
X
X
X
X
X
X
8 *
To
:
10 :
4 0
49 6
3 49
X
X
X
X
X
X
X
X
X
9 *
48 2
9 48
X
X
X
X
X
X
X
X
X
X
X
11 *
Ex
i
s
t
i
n
g
47 3
5 47
X
X
X
X
X
X
X
X
8 P
Sp
e
e
d

L
i
m
i
t
:
50 MP
H
46 4
4 46
X
X
X
X
X
X
X
X
8 A
45 3
2 45
X
X
X
X
X
5 C
44 5
2 44
X
X
X
X
X
X
X
7 E
43 5
2 43
X
X
X
X
X
X
X
7 *
42 4
2 42
X
X
X
X
X
X
6 *
41 1
3 41
X
X
X
X
4 *
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
40 2
0 40
X
X
2 %
O
v
e
r

P
a
c
e
:
10 %
24 %
20 %
39 1
0 39
X
1 38
2 1
38 X
X
X
3 %
I
n

P
a
c
e
:
76 %
74 %
73 %
37 0
0 37
0 36
1 0
36 X
1 %
U
n
d
e
r

P
a
c
e
:
14 %
2%
7%
35 0
0 35
0 34
0 0
34 0
Av
e
r
a
g
e

S
p
e
e
d
:
46 MP
H
48 MP
H
47 MP
H
33 0
0 33
0 32
0 0
32 0
Pa
c
e

S
p
e
e
d
:
42 -

5 1
MP
H
41 -

5 0
MP
H
41 -

5 0
MP
H
31 0
0 31
0 30
0 0
30 0
29 0
0 29
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
42 M
P
H
43 M
P
H
42 M
P
H
28 0
0 28
0 27
0 0
27 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
46 M
P
H
48 M
P
H
47 M
P
H
26 0
0 26
0 25
0 0
25 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
51 M
P
H
55 M
P
H
52 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0
Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
7 /
2 3
15-135

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Hi
g
h
w
a
y

1 1
1 75
0 0
75 0
74 0
0 74
0 73
0 0
73 0
Be
t
w
e
e
n
:

Mi
r
a
g
e

C
o
v
e

F
r
a
n
k

S
i
n
a
t
r
a

D
r
i
v
e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
0 0
65 0
64 0
0 64
0 Tim
e
63 0
0 63
0 Fr
o
m
:
10 :
4 0
62 1
0 62
X
1 61
1 0
61 X
1 Tim
e
60 1
1 60
X
X
2 To
:
11 :
0 0
59 4
0 59
X
X
X
X
4 58
1 1
58 X
X
2 Ex
i
s
t
i
n
g
57 1
1 57
X
X
2 Sp
e
e
d

L
i
m
i
t
:
50 MP
H

56 1
1 56
X
X
2 55
2 3
55 X
X
X
X
X
5 *
54 4
3 54
X
X
X
X
X
X
X
7 *
53 3
3 53
X
X
X
X
X
X
6 *
52 1
8 52
X
X
X
X
X
X
X
X
X
9 P
51 4
3 51
X
X
X
X
X
X
X
7 A
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 1
3 50
X
X
X
X
4 C
%
O
v
e
r

P
a
c
e
:
20 %
8%
14 %
49 6
6 49
X
X
X
X
X
X
X
X
X
X
X
X
12 E
48 6
2 48
X
X
X
X
X
X
X
X
8 *
%
I
n

P
a
c
e
:
64 %
74 %
69 %
47 3
2 47
X
X
X
X
X
5 *
46 2
4 46
X
X
X
X
X
X
6 *
%
U
n
d
e
r

P
a
c
e
:
16 %
18 %
17 %
45 1
3 45
X
X
X
X
4 44
3 2
44 X
X
X
X
X
5 Av
e
r
a
g
e

S
p
e
e
d
:
51 MP
H
50 MP
H
50 MP
H
43 1
1 43
X
X
2 42
1 1
42 X
X
2 Pa
c
e

S
p
e
e
d
:
46 -

5 5
MP
H
46 -

5 5
MP
H
41 2
0 41
X
X
2 40
0 2
40 X
X
2 39
0 0
39 0
15 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
45 M
P
H
45 M
P
H
45 M
P
H
38 0
0 38
0 37
0 0
37 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
49 M
P
H
50 M
P
H
50 M
P
H
36 0
0 36
0 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
58 M
P
H
54 M
P
H
55 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
7 /
2 3
15-136

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Hi
g
h
w
a
y

1 1
1 75
0 0
75 0
74 0
0 74
0 73
0 0
73 0
Be
t
w
e
e
n
:

Fra
n
k

S
i
n
a
t
r
a

D
r
i
v
e

O
n
e

M
i
r
a
g
e

P
l
a
c
e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
0 0
65 0
64 0
0 64
0 Tim
e
63 0
0 63
0 Fr
o
m
:
9:0
0 62
0 0
62 0
61 0
0 61
0 Tim
e
60 0
0 60
0 To
:
9:2
0 59
3 0
59 X
X
X
3 58
1 1
58 X
X
2 Ex
i
s
t
i
n
g
57 1
4 57
X
X
X
X
X
5 Sp
e
e
d

L
i
m
i
t
:
50 MP
H

56 2
0 56
X
X
2 55
1 2
55 X
X
X
3 54
2 3
54 X
X
X
X
X
5 53
1 2
53 X
X
X
3 52
0 2
52 X
X
2 51
1 0
51 X
1 No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 3
1 50
X
X
X
X
4 *
%
O
v
e
r

P
a
c
e
:
24 %
30 %
26 %
49 6
5 49
X
X
X
X
X
X
X
X
X
X
X
11 *
48 2
6 48
X
X
X
X
X
X
X
X
8 *
%
I
n

P
a
c
e
:
70 %
64 %
65 %
47 2
2 47
X
X
X
X
4 P
46 2
6 46
X
X
X
X
X
X
X
X
8 A
%
U
n
d
e
r

P
a
c
e
:
6%
6%
9%
45 6
2 45
X
X
X
X
X
X
X
X
8 C
44 6
3 44
X
X
X
X
X
X
X
X
X
9 E
Av
e
r
a
g
e

S
p
e
e
d
:
48 MP
H
48 MP
H
48 MP
H
43 5
3 43
X
X
X
X
X
X
X
X
8 *
42 1
1 42
X
X
2 *
Pa
c
e

S
p
e
e
d
:
41 -

5 0
MP
H
40 -

4 9
MP
H
41 -

5 0
MP
H
41 2
1 41
X
X
X
3 *
40 1
3 40
X
X
X
X
4 39
0 1
39 X
1 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
43 M
P
H
42 M
P
H
43 M
P
H
38 0
1 38
X
1 37
2 0
37 X
X
2 50
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
46 M
P
H
48 M
P
H
47 M
P
H
36 0
1 36
X
1 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
55 M
P
H
54 M
P
H
54 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/9
/
2 3
15-137

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Bo
b

H
o
p
e

D
r
i
v
e
65 0
0 65
0 64
0 0
64 0
63 0
0 63
0 Be
t
w
e
e
n
:

Hig
h
w
a
y

1 1
1 -

C
l
a
n
c
y

L
a
n
e
62 0
0 62
0 61
0 0
61 0
60 0
0 60
0 W
e
a
t
h
e
r
:

Cle
a
r
59 3
2 59
X
X
X
X
X
5 58
1 2
58 X
X
X
3 57
0 1
57 X
1 Da
t
e
:
56 0
0 56
0 55
0 1
55 X
1 54
0 0
54 0
Tim
e
53 1
3 53
X
X
X
X
4 Fr
o
m
:
1:2
0 52
2 1
52 X
X
X
3 51
2 3
51 X
X
X
X
X
5 *
Tim
e
50 0
3 50
X
X
X
3 *
To
:
1:4
0 49
2 2
49 X
X
X
X
4 *
48 1
6 48
X
X
X
X
X
X
X
7 P
Ex
i
s
t
i
n
g
47 1
1 47
X
X
2 A
Sp
e
e
d

L
i
m
i
t
:
45 MP
H

46 4
0 46
X
X
X
X
4 C
45 6
4 45
X
X
X
X
X
X
X
X
X
X
10 E
44 7
2 44
X
X
X
X
X
X
X
X
X
9 *
43 5
2 43
X
X
X
X
X
X
X
7 *
42 4
3 42
X
X
X
X
X
X
X
7 *
41 2
3 41
X
X
X
X
X
5 No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
40 1
2 40
X
X
X
3 %
O
v
e
r

P
a
c
e
:
18 %
20 %
17 %
39 1
3 39
X
X
X
X
4 38
0 2
38 X
X
2 %
I
n

P
a
c
e
:
66 %
52 %
58 %
37 2
2 37
X
X
X
X
4 36
2 0
36 X
X
2 %
U
n
d
e
r

P
a
c
e
:
16 %
28 %
25 %
35 2
0 35
X
X
2 34
1 0
34 X
1 Av
e
r
a
g
e

S
p
e
e
d
:
45 MP
H
46 MP
H
46 MP
H
33 0
1 33
X
1 32
0 1
32 X
1 Pa
c
e

S
p
e
e
d
:
40 -

4 9
MP
H
42 -

5 1
MP
H
42 -

5 1
MP
H
31 0
0 31
0 30
0 0
30 0
29 0
0 29
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
39 M
P
H
39 M
P
H
39 M
P
H
28 0
0 28
0 27
0 0
27 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
44 M
P
H
45 M
P
H
45 M
P
H
26 0
0 26
0 25
0 0
25 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
51 M
P
H
53 M
P
H
52 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/8
/
2 3
15-138

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Bo
b

H
o
p
e

D
r
i
v
e
65 0
0 65
0 64
0 0
64 0
63 0
0 63
0 Be
t
w
e
e
n
:

Cla
n
c
y

L
a
n
e

C
o
u
n
t
r
y

C
l
u
b

D
r
i
v
e
62 0
0 62
0 61
0 0
61 0
60 0
0 60
0 W
e
a
t
h
e
r
:

Cle
a
r
59 0
0 59
0 58
0 1
58 X
1 57
1 1
57 X
X
2 Da
t
e
:
56 2
1 56
X
X
X
3 55
2 3
55 X
X
X
X
X
5 54
1 2
54 X
X
X
3 Tim
e
53 0
1 53
X
1 Fr
o
m
:
12 :
4 0
52 4
3 52
X
X
X
X
X
X
X
7 *
51 3
2 51
X
X
X
X
X
5 *
Tim
e
50 3
3 50
X
X
X
X
X
X
6 *
To
:
1:0
0 49
2 6
49 X
X
X
X
X
X
X
X
8 P
48 4
4 48
X
X
X
X
X
X
X
X
8 A
Ex
i
s
t
i
n
g
47 0
5 47
X
X
X
X
X
5 C
Sp
e
e
d

L
i
m
i
t
:
45 MP
H

46 7
4 46
X
X
X
X
X
X
X
X
X
X
X
11 E
45 3
1 45
X
X
X
X
4 *
44 4
0 44
X
X
X
X
4 *
43 1
2 43
X
X
X
3 *
42 3
2 42
X
X
X
X
X
5 41
4 2
41 X
X
X
X
X
X
6 No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
40 2
2 40
X
X
X
X
4 %
O
v
e
r

P
a
c
e
:
12 %
6%
15 %
39 3
2 39
X
X
X
X
X
5 38
1 3
38 X
X
X
X
4 %
I
n

P
a
c
e
:
62 %
66 %
61 %
37 0
0 37
0 36
0 0
36 0
%
U
n
d
e
r

P
a
c
e
:
26 %
28 %
24 %
35 0
0 35
0 34
0 0
34 0
Av
e
r
a
g
e

S
p
e
e
d
:
47 MP
H
48 MP
H
47 MP
H
33 0
0 33
0 32
0 0
32 0
Pa
c
e

S
p
e
e
d
:
43 -

5 2
MP
H
46 -

5 5
MP
H
43 -

5 2
MP
H
31 0
0 31
0 30
0 0
30 0
29 0
0 29
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
41 M
P
H
41 M
P
H
41 M
P
H
28 0
0 28
0 27
0 0
27 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
46 M
P
H
48 M
P
H
47 M
P
H
26 0
0 26
0 25
0 0
25 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
52 M
P
H
54 M
P
H
52 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/8
/
2 3
15-139

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Bo
b

H
o
p
e

D
r
i
v
e
65 0
0 65
0 64
0 0
64 0
63 0
0 63
0 Be
t
w
e
e
n
:

Co
u
n
t
r
y

C
l
u
b

D
r
i
v
e

F
r
a
n
k

S
i
n
a
t
r
a

D
r
i
v
e
62 0
0 62
0 61
0 0
61 0
60 0
0 60
0 W
e
a
t
h
e
r
:

Cle
a
r
59 0
1 59
X
1 58
0 1
58 X
1 57
0 1
57 X
1 Da
t
e
:
56 1
1 56
X
X
2 55
1 0
55 X
1 54
1 2
54 X
X
X
3 Tim
e
53 0
2 53
X
X
2 Fr
o
m
:
13 :
0 0
52 2
2 52
X
X
X
X
4 51
4 1
51 X
X
X
X
X
5 Tim
e
50 0
3 50
X
X
X
3 To
:
13 :
2 0
49 1
2 49
X
X
X
3 48
3 2
48 X
X
X
X
X
5 Ex
i
s
t
i
n
g
47 2
1 47
X
X
X
3 Sp
e
e
d

L
i
m
i
t
:
45 MP
H

46 0
2 46
X
X
2 45
3 1
45 X
X
X
X
4 *
44 6
1 44
X
X
X
X
X
X
X
7 *
43 9
1 43
X
X
X
X
X
X
X
X
X
X
10 *
42 2
4 42
X
X
X
X
X
X
6 P
41 2
6 41
X
X
X
X
X
X
X
X
8 A
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
40 3
3 40
X
X
X
X
X
X
6 C
%
O
v
e
r

P
a
c
e
:
30 %
42 %
36 %
39 1
5 39
X
X
X
X
X
X
6 E
38 1
1 38
X
X
2 *
%
I
n

P
a
c
e
:
68 %
56 %
62 %
37 3
1 37
X
X
X
X
4 *
36 4
5 36
X
X
X
X
X
X
X
X
X
9 *
%
U
n
d
e
r

P
a
c
e
:
2%
2%
2%
35 0
1 35
X
1 34
0 0
34 0
Av
e
r
a
g
e

S
p
e
e
d
:
44 MP
H
45 MP
H
44 MP
H
33 1
0 33
X
1 32
0 0
32 0
Pa
c
e

S
p
e
e
d
:
36 -

4 5
MP
H
36 -

4 5
MP
H
31 0
0 31
0 30
0 0
30 0
29 0
0 29
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
37 M
P
H
38 M
P
H
37 M
P
H
28 0
0 28
0 27
0 0
27 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
43 M
P
H
42 M
P
H
43 M
P
H
26 0
0 26
0 25
0 0
25 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
51 M
P
H
53 M
P
H
51 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/8
/
2 3
15-140

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Bo
b

H
o
p
e

D
r
i
v
e
75 0
0 75
0 74
0 0
74 0
73 0
0 73
0 Be
t
w
e
e
n
:

Fra
n
k

S
i
n
a
t
r
a

D
r
i
v
e

G
e
r
a
l
d

F
o
r
d

D
r
i
v
e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
1 0
65 X
1 64
0 0
64 0
Tim
e
63 1
1 63
X
X
2 Fr
o
m
:
12 :
2 0
62 1
2 62
X
X
X
3 61
1 2
61 X
X
X
3 Tim
e
60 0
1 60
X
1 To
:
12 :
4 0
59 3
2 59
X
X
X
X
X
5 58
1 1
58 X
X
2 Ex
i
s
t
i
n
g
57 0
1 57
X
1 Sp
e
e
d

L
i
m
i
t
:
55 MP
H

56 2
2 56
X
X
X
X
4 55
3 2
55 X
X
X
X
X
5 *
54 2
5 54
X
X
X
X
X
X
X
7 *
53 5
2 53
X
X
X
X
X
X
X
7 *
52 2
4 52
X
X
X
X
X
X
6 P
51 4
2 51
X
X
X
X
X
X
6 A
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 6
3 50
X
X
X
X
X
X
X
X
X
9 C
%
O
v
e
r

P
a
c
e
:
16 %
24 %
22 %
49 4
4 49
X
X
X
X
X
X
X
X
8 E
48 4
2 48
X
X
X
X
X
X
6 *
%
I
n

P
a
c
e
:
72 %
64 %
68 %
47 4
2 47
X
X
X
X
X
X
6 *
46 2
6 46
X
X
X
X
X
X
X
X
8 *
%
U
n
d
e
r

P
a
c
e
:
12 %
12 %
10 %
45 2
1 45
X
X
X
3 44
1 0
44 X
1 Av
e
r
a
g
e

S
p
e
e
d
:
52 MP
H
52 MP
H
52 MP
H
43 0
2 43
X
X
2 42
1 2
42 X
X
X
3 Pa
c
e

S
p
e
e
d
:
47 -

5 6
MP
H
46 -

5 5
MP
H
46 -

5 5
MP
H
41 0
1 41
X
1 40
0 0
40 0
39 0
0 39
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
47 M
P
H
46 M
P
H
46 M
P
H
38 0
0 38
0 37
0 0
37 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
51 M
P
H
52 M
P
H
51 M
P
H
36 0
0 36
0 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
58 M
P
H
59 M
P
H
58 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/8
/
2 3
15-141

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Bo
b

H
o
p
e

D
r
i
v
e
75 0
0 75
0 74
0 0
74 0
73 0
0 73
0 Be
t
w
e
e
n
:

Ge
r
a
l
d

F
o
r
d

D
r
i
v
e

D
i
n
a
h

S
h
o
r
e

D
r
i
v
e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
0 0
65 0
64 0
0 64
0 Tim
e
63 0
0 63
0 Fr
o
m
:
1:4
0 62
0 0
62 0
61 0
0 61
0 Tim
e
60 1
1 60
X
X
2 To
:
2:0
0 59
1 0
59 X
1 58
0 0
58 0
Ex
i
s
t
i
n
g
57 2
2 57
X
X
X
X
4 Sp
e
e
d

L
i
m
i
t
:
50 MP
H

56 2
1 56
X
X
X
3 55
0 0
55 0
54 3
3 54
X
X
X
X
X
X
6 53
3 5
53 X
X
X
X
X
X
X
X
8 *
52 2
4 52
X
X
X
X
X
X
6 *
51 2
3 51
X
X
X
X
X
5 *
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 0
2 50
X
X
2 P
%
O
v
e
r

P
a
c
e
:
34 %
8%
16 %
49 1
2 49
X
X
X
3 A
48 3
4 48
X
X
X
X
X
X
X
7 C
%
I
n

P
a
c
e
:
64 %
72 %
61 %
47 1
5 47
X
X
X
X
X
X
6 E
46 5
7 46
X
X
X
X
X
X
X
X
X
X
X
X
12 *
%
U
n
d
e
r

P
a
c
e
:
2%
20 %
23 %
45 4
1 45
X
X
X
X
X
5 *
44 4
3 44
X
X
X
X
X
X
X
7 *
Av
e
r
a
g
e

S
p
e
e
d
:
47 MP
H
49 MP
H
48 MP
H
43 2
2 43
X
X
X
X
4 42
6 2
42 X
X
X
X
X
X
X
X
8 Pa
c
e

S
p
e
e
d
:
39 -

4 8
MP
H
45 -

5 4
MP
H
44 -

5 3
MP
H
41 2
2 41
X
X
X
X
4 40
1 0
40 X
1 39
4 1
39 X
X
X
X
X
5 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
41 M
P
H
44 M
P
H
42 M
P
H
38 1
0 38
X
1 37
0 0
37 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
46 M
P
H
48 M
P
H
47 M
P
H
36 0
0 36
0 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
54 M
P
H
53 M
P
H
54 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/8
/
2 3
15-142

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Bo
b

H
o
p
e

D
r
i
v
e
75 0
0 75
0 74
0 0
74 0
73 0
0 73
0 Be
t
w
e
e
n
:

Din
a
h

S
h
o
r
e

D
r
i
v
e

R
a
m
o
n

R
o
a
d
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 1
1 67
X
X
2 Da
t
e
:
66 0
1 66
X
1 65
0 0
65 0
64 4
2 64
X
X
X
X
X
X
6 Tim
e
63 0
1 63
X
1 Fr
o
m
:
12 :
0 0
62 1
0 62
X
1 61
1 2
61 X
X
X
3 Tim
e
60 0
3 60
X
X
X
3 To
:
12 :
2 0
59 1
3 59
X
X
X
X
4 *
58 2
0 58
X
X
2 *
Ex
i
s
t
i
n
g
57 4
2 57
X
X
X
X
X
X
6 *
Sp
e
e
d

L
i
m
i
t
:
55 MP
H

56 2
2 56
X
X
X
X
4 P
55 2
1 0
55 X
X
X
X
X
X
X
X
X
X
X
X
12 A
54 8
5 54
X
X
X
X
X
X
X
X
X
X
X
X
X
13 C
53 3
1 53
X
X
X
X
4 E
52 7
1 52
X
X
X
X
X
X
X
X
8 *
51 1
2 51
X
X
X
3 *
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 4
2 50
X
X
X
X
X
X
6 *
%
O
v
e
r

P
a
c
e
:
14 %
26 %
17 %
49 1
2 49
X
X
X
3 48
0 3
48 X
X
X
3 %
I
n

P
a
c
e
:
68 %
60 %
62 %
47 2
2 47
X
X
X
X
4 46
4 0
46 X
X
X
X
4 %
U
n
d
e
r

P
a
c
e
:
18 %
14 %
21 %
45 0
3 45
X
X
X
3 44
1 2
44 X
X
X
3 Av
e
r
a
g
e

S
p
e
e
d
:
54 MP
H
54 MP
H
54 MP
H
43 0
0 43
0 42
0 0
42 0
Pa
c
e

S
p
e
e
d
:
50 -

5 9
MP
H
48 -

5 7
MP
H
50 -

5 9
MP
H
41 1
0 41
X
1 40
0 0
40 0
39 0
0 39
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
47 M
P
H
48 M
P
H
47 M
P
H
38 0
0 38
0 37
0 0
37 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
54 M
P
H
55 M
P
H
54 M
P
H
36 0
0 36
0 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
59 M
P
H
60 M
P
H
60 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/8
/
2 3
15-143

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Bo
b

H
o
p
e

D
r
i
v
e
65 0
0 65
0 64
0 0
64 0
63 0
0 63
0 Be
t
w
e
e
n
:

Ra
m
o
n

R
o
a
d

I
n
t
e
r
s
t
a
t
e

1 0
62 0
0 62
0 61
0 0
61 0
60 0
0 60
0 W
e
a
t
h
e
r
:

Cle
a
r
59 0
0 59
0 58
0 0
58 0
57 0
0 57
0 Da
t
e
:
56 0
0 56
0 55
0 0
55 0
54 0
0 54
0 Tim
e
53 0
0 53
0 Fr
o
m
:
11 :
4 0
52 0
0 52
0 51
0 0
51 0
Tim
e
50 0
0 50
0 To
:
12 :
0 0
49 0
0 49
0 48
0 0
48 0
Ex
i
s
t
i
n
g
47 1
0 47
X
1 Sp
e
e
d

L
i
m
i
t
:
45 MP
H

46 0
0 46
0 45
3 1
45 X
X
X
X
4 44
3 0
44 X
X
X
3 43
2 1
43 X
X
X
3 42
6 3
42 X
X
X
X
X
X
X
X
X
9 *
41 5
2 41
X
X
X
X
X
X
X
7 *
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
40 1
3 40
X
X
X
X
4 *
%
O
v
e
r

P
a
c
e
:
18 %
10 %
11 %
39 5
4 39
X
X
X
X
X
X
X
X
X
9 P
38 2
7 38
X
X
X
X
X
X
X
X
X
9 A
%
I
n

P
a
c
e
:
78 %
84 %
79 %
37 4
7 37
X
X
X
X
X
X
X
X
X
X
X
11 C
36 5
3 36
X
X
X
X
X
X
X
X
8 E
%
U
n
d
e
r

P
a
c
e
:
4%
6%
10 %
35 4
3 35
X
X
X
X
X
X
X
7 *
34 3
5 34
X
X
X
X
X
X
X
X
8 *
Av
e
r
a
g
e

S
p
e
e
d
:
39 MP
H
36 MP
H
38 MP
H
33 4
3 33
X
X
X
X
X
X
X
7 *
32 2
5 32
X
X
X
X
X
X
X
7 Pa
c
e

S
p
e
e
d
:
33 -

4 2
MP
H
32 -

4 1
MP
H
33 -

4 2
MP
H
31 0
0 31
0 30
0 1
30 X
1 29
0 0
29 0
15 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
34 M
P
H
32 M
P
H
33 M
P
H
28 0
1 28
X
1 27
0 1
27 X
1 50
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
39 M
P
H
37 M
P
H
37 M
P
H
26 0
0 26
0 25
0 0
25 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
43 M
P
H
40 M
P
H
42 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/8
/
2 3
15-144

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Ch
o
l
l
a

L
a
n
e
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Ve
r
b
e
n
i
a

R
o
a
d

C
o
u
n
t
r
y

C
l
u
b

D
r
i
v
e
52 0
0 52
0 51
0 0
51 0
50 0
0 50
0 W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
1 47
X
1 Da
t
e
:
46 0
0 46
0 45
0 1
45 X
1 44
3 2
44 X
X
X
X
X
5 *
Tim
e
43 1
2 43
X
X
X
3 *
Fr
o
m
:
10 :
0 0
42 1
3 42
X
X
X
X
4 *
41 1
1 41
X
X
2 P
Tim
e
40 4
0 40
X
X
X
X
4 A
To
:
11 :
0 0
39 3
1 39
X
X
X
X
4 C
38 3
4 38
X
X
X
X
X
X
X
7 E
Ex
i
s
t
i
n
g
37 0
2 37
X
X
2 *
Sp
e
e
d

L
i
m
i
t
:
35 MP
H

36 0
0 36
0 *
35 1
2 35
X
X
X
3 *
34 3
2 34
X
X
X
X
X
5 33
0 1
33 X
1 32
0 0
32 0
31 1
0 31
X
1 Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 1
0 30
X
1 %
O
v
e
r

P
a
c
e
:
0%
8%
4%
29 0
2 29
X
X
2 28
1 1
28 X
X
2 %
I
n

P
a
c
e
:
68 %
68 %
68 %
27 2
0 27
X
X
2 26
0 0
26 0
%
U
n
d
e
r

P
a
c
e
:
32 %
24 %
28 %
25 0
0 25
0 24
0 0
24 0
Av
e
r
a
g
e

S
p
e
e
d
:
37 MP
H
38 MP
H
38 MP
H
23 0
0 23
0 22
0 0
22 0
Pa
c
e

S
p
e
e
d
:
35 -

4 4
MP
H
35 -

4 4
MP
H
21 0
0 21
0 20
0 0
20 0
19 0
0 19
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
30 M
P
H
33 M
P
H
31 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
39 M
P
H
38 M
P
H
38 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
43 M
P
H
44 M
P
H
43 M
P
H
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
To
t
a
l
25 2
5 GR
A
N
D

T
O
T
A
L
S
50 Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
6 /
2 3
15-145

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Co
u
n
t
r
y

C
l
u
b

D
r
i
v
e
65 0
0 65
0 64
0 0
64 0
63 0
0 63
0 Be
t
w
e
e
n
:

Hig
h
w
a
y

1 1
1 -

M
o
r
n
i
n
g
s
i
d
e

D
r
i
v
e
62 0
0 62
0 61
0 0
61 0
60 0
0 60
0 W
e
a
t
h
e
r
:

Cle
a
r
59 0
0 59
0 58
1 0
58 X
1 57
2 0
57 X
X
2 Da
t
e
:
56 3
0 56
X
X
X
3 55
2 2
55 X
X
X
X
4 54
2 1
54 X
X
X
3 Tim
e
53 1
1 53
X
X
2 Fr
o
m
:
9:0
0 52
0 1
52 X
1 51
1 3
51 X
X
X
X
4 *
Tim
e
50 3
4 50
X
X
X
X
X
X
X
7 *
To
:
9:2
5 49
2 2
49 X
X
X
X
4 *
48 6
3 48
X
X
X
X
X
X
X
X
X
9 P
Ex
i
s
t
i
n
g
47 4
5 47
X
X
X
X
X
X
X
X
X
9 A
Sp
e
e
d

L
i
m
i
t
:
45 MP
H

46 5
6 46
X
X
X
X
X
X
X
X
X
X
X
11 C
45 4
4 45
X
X
X
X
X
X
X
X
8 E
44 4
1 44
X
X
X
X
X
5 *
43 1
1 43
X
X
2 *
42 3
2 42
X
X
X
X
X
5 *
41 0
2 41
X
X
2 Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
40 3
1 40
X
X
X
X
4 %
O
v
e
r

P
a
c
e
:
22 %
10 %
16 %
39 2
2 39
X
X
X
X
4 38
0 6
38 X
X
X
X
X
X
6 %
I
n

P
a
c
e
:
66 %
62 %
64 %
37 0
0 37
0 36
1 1
36 X
X
2 %
U
n
d
e
r

P
a
c
e
:
12 %
28 %
20 %
35 0
1 35
X
1 34
0 1
34 X
1 Av
e
r
a
g
e

S
p
e
e
d
:
48 MP
H
45 MP
H
46 MP
H
33 0
0 33
0 32
0 0
32 0
Pa
c
e

S
p
e
e
d
:
42 -

5 1
MP
H
42 -

5 1
MP
H
31 0
0 31
0 30
0 0
30 0
29 0
0 29
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
42 M
P
H
38 M
P
H
40 M
P
H
28 0
0 28
0 27
0 0
27 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
47 M
P
H
46 M
P
H
46 M
P
H
26 0
0 26
0 25
0 0
25 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
55 M
P
H
51 M
P
H
52 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
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d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
0 /
2 3
15-146

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Co
u
n
t
r
y

C
l
u
b

D
r
i
v
e
65 0
0 65
0 64
0 0
64 0
63 0
0 63
0 Be
t
w
e
e
n
:

Mo
r
n
i
n
g
s
i
d
e

D
r
i
v
e

B
o
b

H
o
p
e

D
r
i
v
e
62 0
0 62
0 61
0 0
61 0
60 0
0 60
0 W
e
a
t
h
e
r
:

Cle
a
r
59 0
1 59
X
1 58
0 1
58 X
1 57
0 2
57 X
X
2 Da
t
e
:
56 0
2 56
X
X
2 55
0 0
55 0
54 3
2 54
X
X
X
X
X
5 Tim
e
53 1
1 53
X
X
2 Fr
o
m
:
9:0
0 52
0 2
52 X
X
2 51
1 1
51 X
X
2 Tim
e
50 2
3 50
X
X
X
X
X
5 To
:
9:2
0 49
3 1
49 X
X
X
X
4 48
3 1
48 X
X
X
X
4 *
Ex
i
s
t
i
n
g
47 4
4 47
X
X
X
X
X
X
X
X
8 *
Sp
e
e
d

L
i
m
i
t
:
45 MP
H

46 2
3 46
X
X
X
X
X
5 *
45 4
5 45
X
X
X
X
X
X
X
X
X
9 P
44 4
4 44
X
X
X
X
X
X
X
X
8 A
43 4
5 43
X
X
X
X
X
X
X
X
X
9 C
42 2
3 42
X
X
X
X
X
5 E
41 2
3 41
X
X
X
X
X
5 *
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
40 5
2 40
X
X
X
X
X
X
X
7 *
%
O
v
e
r

P
a
c
e
:
20 %
24 %
26 %
39 6
1 39
X
X
X
X
X
X
X
7 *
38 0
1 38
X
1 %
I
n

P
a
c
e
:
72 %
64 %
67 %
37 1
1 37
X
X
2 36
0 0
36 0
%
U
n
d
e
r

P
a
c
e
:
8%
12 %
7%
35 0
0 35
0 34
0 1
34 X
1 Av
e
r
a
g
e

S
p
e
e
d
:
44 MP
H
47 MP
H
45 MP
H
33 2
0 33
X
X
2 32
1 0
32 X
1 Pa
c
e

S
p
e
e
d
:
39 -

4 8
MP
H
41 -

5 0
MP
H
39 -

4 8
MP
H
31 0
0 31
0 30
0 0
30 0
29 0
0 29
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
39 M
P
H
41 M
P
H
40 M
P
H
28 0
0 28
0 27
0 0
27 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
44 M
P
H
45 M
P
H
45 M
P
H
26 0
0 26
0 25
0 0
25 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
49 M
P
H
54 M
P
H
51 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
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u
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d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
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e
Ra
d
a
r

S
p
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d

S
u
r
v
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y
Ra
d
a
r

S
u
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v
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y

C
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n
d
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d

B
y
:

Co
u
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t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
6 /
2 3
15-147

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
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d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Co
u
n
t
r
y

C
l
u
b

D
r
i
v
e
65 0
0 65
0 64
0 0
64 0
63 0
0 63
0 Be
t
w
e
e
n
:

Bo
b

H
o
p
e

D
r
i
v
e

M
o
n
t
e
r
e
y

A
v
e
n
u
e
62 0
0 62
0 61
0 0
61 0
60 0
0 60
0 W
e
a
t
h
e
r
:

Cle
a
r
59 0
0 59
0 58
0 0
58 0
57 0
0 57
0 Da
t
e
:
56 0
0 56
0 55
0 0
55 0
54 0
0 54
0 Tim
e
53 2
0 53
X
X
2 Fr
o
m
:
2:1
0 52
1 1
52 X
X
2 51
0 1
51 X
1 Tim
e
50 1
1 50
X
X
2 To
:
3:0
5 49
3 3
49 X
X
X
X
X
X
6 48
1 3
48 X
X
X
X
4 Ex
i
s
t
i
n
g
47 6
2 47
X
X
X
X
X
X
X
X
8 *
Sp
e
e
d

L
i
m
i
t
:
50 MP
H

46 2
0 46
X
X
2 *
45 6
6 45
X
X
X
X
X
X
X
X
X
X
X
X
12 *
44 1
4 44
X
X
X
X
X
5 P
43 3
7 43
X
X
X
X
X
X
X
X
X
X
10 A
42 4
3 42
X
X
X
X
X
X
X
7 C
41 4
1 41
X
X
X
X
X
5 E
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
40 4
5 40
X
X
X
X
X
X
X
X
X
9 *
%
O
v
e
r

P
a
c
e
:
16 %
22 %
17 %
39 3
3 39
X
X
X
X
X
X
6 *
38 3
4 38
X
X
X
X
X
X
X
7 *
%
I
n

P
a
c
e
:
72 %
72 %
71 %
37 3
2 37
X
X
X
X
X
5 36
2 1
36 X
X
X
3 %
U
n
d
e
r

P
a
c
e
:
12 %
6%
12 %
35 1
2 35
X
X
X
3 34
0 0
34 0
Av
e
r
a
g
e

S
p
e
e
d
:
43 MP
H
43 MP
H
43 MP
H
33 0
1 33
X
1 32
0 0
32 0
Pa
c
e

S
p
e
e
d
:
38 -

4 7
MP
H
36 -

4 5
MP
H
38 -

4 7
MP
H
31 0
0 31
0 30
0 0
30 0
29 0
0 29
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
38 M
P
H
38 M
P
H
38 M
P
H
28 0
0 28
0 27
0 0
27 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
43 M
P
H
43 M
P
H
43 M
P
H
26 0
0 26
0 25
0 0
25 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
48 M
P
H
48 M
P
H
48 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
6 /
2 3
15-148

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Cy
p
r
e
s
s

L
a
n
e
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Pa
l
m

V
i
e
w

R
o
a
d

L
o
s

A
l
a
m
o
s

D
r
i
v
e
52 0
0 52
0 51
0 0
51 0
50 0
0 50
0 W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
0 47
0 Da
t
e
:
46 0
0 46
0 45
0 0
45 0
44 0
1 44
X
1 Tim
e
43 0
1 43
X
1 Fr
o
m
:
12 :
4 0
42 1
1 42
X
X
2 41
3 0
41 X
X
X
3 Tim
e
40 1
0 40
X
1 To
:
4:0
0 39
2 0
39 X
X
2 38
0 2
38 X
X
2 Ex
i
s
t
i
n
g
37 2
4 37
X
X
X
X
X
X
6 Sp
e
e
d

L
i
m
i
t
:
30 MP
H

36 2
1 36
X
X
X
3 35
2 1
35 X
X
X
3 34
2 3
34 X
X
X
X
X
5 33
5 2
33 X
X
X
X
X
X
X
7 *
32 2
3 32
X
X
X
X
X
5 *
31 2
5 31
X
X
X
X
X
X
X
7 *
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 2
3 30
X
X
X
X
X
5 P
%
O
v
e
r

P
a
c
e
:
30 %
28 %
29 %
29 3
0 29
X
X
X
3 A
28 1
1 28
X
X
2 C
%
I
n

P
a
c
e
:
58 %
52 %
55 %
27 1
2 27
X
X
X
3 E
26 3
1 26
X
X
X
X
4 *
%
U
n
d
e
r

P
a
c
e
:
12 %
20 %
16 %
25 4
3 25
X
X
X
X
X
X
X
7 *
24 6
6 24
X
X
X
X
X
X
X
X
X
X
X
X
12 *
Av
e
r
a
g
e

S
p
e
e
d
:
30 MP
H
29 MP
H
30 MP
H
23 2
0 23
X
X
2 22
1 1
22 X
X
2 Pa
c
e

S
p
e
e
d
:
24 -

3 3
MP
H
24 -

3 3
MP
H
21 0
2 21
X
X
2 20
1 1
20 X
X
2 19
0 2
19 X
X
2 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
24 M
P
H
21 M
P
H
23 M
P
H
18 0
3 18
X
X
X
3 17
2 0
17 X
X
2 50
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
30 M
P
H
30 M
P
H
30 M
P
H
16 0
0 16
0 15
0 1
15 X
1 85
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
37 M
P
H
37 M
P
H
37 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
5 /
2 3
15-149

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Cy
p
r
e
s
s

L
a
n
e
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Lo
s

A
l
a
m
o
s

D
r
i
v
e

E
a
s
t

E
n
d
52 0
0 52
0 51
0 0
51 0
50 0
0 50
0 W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
0 47
0 Da
t
e
:
46 0
0 46
0 45
0 0
45 0
44 1
0 44
X
1 Tim
e
43 0
0 43
0 Fr
o
m
:
9:0
0 42
1 1
42 X
X
2 41
1 0
41 X
1 Tim
e
40 1
1 40
X
X
2 To
:
10 :
2 0
39 0
1 39
X
1 38
5 0
38 X
X
X
X
X
5 Ex
i
s
t
i
n
g
37 2
1 37
X
X
X
3 Sp
e
e
d

L
i
m
i
t
:
30 MP
H

36 5
3 36
X
X
X
X
X
X
X
X
8 35
1 1
35 X
X
2 34
3 0
34 X
X
X
3 *
33 1
3 33
X
X
X
X
4 *
32 5
4 32
X
X
X
X
X
X
X
X
X
9 *
31 3
9 31
X
X
X
X
X
X
X
X
X
X
X
X
12 P
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 5
3 30
X
X
X
X
X
X
X
X
8 A
%
O
v
e
r

P
a
c
e
:
8%
16 %
25 %
29 1
5 29
X
X
X
X
X
X
6 C
28 3
4 28
X
X
X
X
X
X
X
7 E
%
I
n

P
a
c
e
:
62 %
74 %
65 %
27 1
3 27
X
X
X
X
4 *
26 4
3 26
X
X
X
X
X
X
X
7 *
%
U
n
d
e
r

P
a
c
e
:
30 %
10 %
10 %
25 3
2 25
X
X
X
X
X
5 *
24 2
1 24
X
X
X
3 Av
e
r
a
g
e

S
p
e
e
d
:
32 MP
H
30 MP
H
31 MP
H
23 0
2 23
X
X
2 22
0 1
22 X
1 Pa
c
e

S
p
e
e
d
:
29 -

3 8
MP
H
24 -

3 3
MP
H
25 -

3 4
MP
H
21 2
2 21
X
X
X
X
4 20
0 0
20 0
19 0
0 19
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
26 M
P
H
25 M
P
H
25 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
32 M
P
H
30 M
P
H
31 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
38 M
P
H
35 M
P
H
36 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
7 /
2 3
15-150

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

V
a
l
l

D
r
i
v
e
65 0
0 65
0 64
0 0
64 0
63 0
0 63
0 Be
t
w
e
e
n
:

Fra
n
k

S
i
n
a
t
r
a

D
r
i
v
e

G
e
r
a
l
d

F
o
r
d

D
r
i
v
e
62 0
0 62
0 61
0 0
61 0
60 0
0 60
0 W
e
a
t
h
e
r
:

Cle
a
r
59 0
0 59
0 58
0 0
58 0
57 0
2 57
X
X
2 Da
t
e
:
56 4
1 56
X
X
X
X
X
5 55
1 2
55 X
X
X
3 54
4 2
54 X
X
X
X
X
X
6 Tim
e
53 5
1 53
X
X
X
X
X
X
6 *
Fr
o
m
:
3:1
5 52
3 2
52 X
X
X
X
X
5 *
51 6
3 51
X
X
X
X
X
X
X
X
X
9 *
Tim
e
50 2
0 50
X
X
2 P
To
:
3:3
5 49
3 7
49 X
X
X
X
X
X
X
X
X
X
10 A
48 5
4 48
X
X
X
X
X
X
X
X
X
9 C
Ex
i
s
t
i
n
g
47 2
3 47
X
X
X
X
X
5 E
Sp
e
e
d

L
i
m
i
t
:
45 MP
H

46 1
3 46
X
X
X
X
4 *
45 4
4 45
X
X
X
X
X
X
X
X
8 *
44 2
6 44
X
X
X
X
X
X
X
X
8 *
43 3
2 43
X
X
X
X
X
5 42
1 3
42 X
X
X
X
4 41
0 1
41 X
1 No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
40 0
0 40
0 %
O
v
e
r

P
a
c
e
:
0%
20 %
16 %
39 2
1 39
X
X
X
3 38
1 1
38 X
X
2 %
I
n

P
a
c
e
:
70 %
70 %
66 %
37 1
1 37
X
X
2 36
0 0
36 0
%
U
n
d
e
r

P
a
c
e
:
30 %
10 %
18 %
35 0
1 35
X
1 34
0 0
34 0
Av
e
r
a
g
e

S
p
e
e
d
:
49 MP
H
47 MP
H
48 MP
H
33 0
0 33
0 32
0 0
32 0
Pa
c
e

S
p
e
e
d
:
47 -

5 6
MP
H
42 -

5 1
MP
H
44 -

5 3
MP
H
31 0
0 31
0 30
0 0
30 0
29 0
0 29
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
43 M
P
H
42 M
P
H
43 M
P
H
28 0
0 28
0 27
0 0
27 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
49 M
P
H
47 M
P
H
48 M
P
H
26 0
0 26
0 25
0 0
25 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
54 M
P
H
53 M
P
H
54 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/9
/
2 3
15-151

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

V
a
l
l

D
r
i
v
e
75 0
0 75
0 74
0 0
74 0
73 0
0 73
0 Be
t
w
e
e
n
:

Ge
r
a
l
d

F
o
r
d

D
r
i
v
e

D
i
n
a
h

S
h
o
r
e

D
r
i
v
e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
0 0
65 0
64 0
1 64
X
1 Tim
e
63 1
1 63
X
X
2 Fr
o
m
:
3:3
5 62
0 0
62 0
61 2
1 61
X
X
X
3 Tim
e
60 2
1 60
X
X
X
3 To
:
3:5
5 59
4 1
59 X
X
X
X
X
5 58
1 0
58 X
1 Ex
i
s
t
i
n
g
57 3
3 57
X
X
X
X
X
X
6 Sp
e
e
d

L
i
m
i
t
:
50 MP
H

56 1
2 56
X
X
X
3 55
1 4
55 X
X
X
X
X
5 54
2 2
54 X
X
X
X
4 53
3 2
53 X
X
X
X
X
5 *
52 1
4 52
X
X
X
X
X
5 *
51 2
3 51
X
X
X
X
X
5 *
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 2
4 50
X
X
X
X
X
X
6 P
%
O
v
e
r

P
a
c
e
:
34 %
20 %
33 %
49 3
7 49
X
X
X
X
X
X
X
X
X
X
10 A
48 1
2 48
X
X
X
3 C
%
I
n

P
a
c
e
:
56 %
72 %
62 %
47 2
5 47
X
X
X
X
X
X
X
7 E
46 4
3 46
X
X
X
X
X
X
X
7 *
%
U
n
d
e
r

P
a
c
e
:
10 %
8%
5%
45 5
1 45
X
X
X
X
X
X
6 *
44 5
3 44
X
X
X
X
X
X
X
X
8 *
Av
e
r
a
g
e

S
p
e
e
d
:
51 MP
H
51 MP
H
51 MP
H
43 2
0 43
X
X
2 42
1 0
42 X
1 Pa
c
e

S
p
e
e
d
:
44 -

5 3
MP
H
46 -

5 5
MP
H
44 -

5 3
MP
H
41 1
0 41
X
1 40
1 0
40 X
1 39
0 0
39 0
15 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
44 M
P
H
47 M
P
H
45 M
P
H
38 0
0 38
0 37
0 0
37 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
49 M
P
H
50 M
P
H
50 M
P
H
36 0
0 36
0 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
59 M
P
H
57 M
P
H
57 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/9
/
2 3
15-152

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

V
a
l
l

D
r
i
v
e
65 0
0 65
0 64
0 0
64 0
63 0
0 63
0 Be
t
w
e
e
n
:

Din
a
h

S
h
o
r
e

D
r
i
v
e

R
a
m
o
n

R
o
a
d
62 0
0 62
0 61
0 0
61 0
60 0
0 60
0 W
e
a
t
h
e
r
:

Cle
a
r
59 0
0 59
0 58
0 0
58 0
57 1
1 57
X
X
2 Da
t
e
:
56 1
0 56
X
1 55
1 2
55 X
X
X
3 54
2 1
54 X
X
X
3 Tim
e
53 0
2 53
X
X
2 Fr
o
m
:
9:3
0 52
3 0
52 X
X
X
3 51
3 7
51 X
X
X
X
X
X
X
X
X
X
10 *
Tim
e
50 3
1 50
X
X
X
X
4 *
To
:
9:5
0 49
8 5
49 X
X
X
X
X
X
X
X
X
X
X
X
X
13 *
48 5
4 48
X
X
X
X
X
X
X
X
X
9 P
Ex
i
s
t
i
n
g
47 3
1 47
X
X
X
X
4 A
Sp
e
e
d

L
i
m
i
t
:
45 MP
H
46 3
1 46
X
X
X
X
4 C
45 2
6 45
X
X
X
X
X
X
X
X
8 E
44 4
3 44
X
X
X
X
X
X
X
7 *
43 1
8 43
X
X
X
X
X
X
X
X
X
9 *
42 0
4 42
X
X
X
X
4 *
41 2
2 41
X
X
X
X
4 No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
40 2
1 40
X
X
X
3 %
O
v
e
r

P
a
c
e
:
10 %
12 %
14 %
39 1
1 39
X
X
2 38
1 0
38 X
1 %
I
n

P
a
c
e
:
70 %
80 %
72 %
37 0
0 37
0 36
2 0
36 X
X
2 %
U
n
d
e
r

P
a
c
e
:
20 %
8%
14 %
35 2
0 35
X
X
2 34
0 0
34 0
Av
e
r
a
g
e

S
p
e
e
d
:
47 MP
H
47 MP
H
47 MP
H
33 0
0 33
0 32
0 0
32 0
Pa
c
e

S
p
e
e
d
:
43 -

5 2
MP
H
42 -

5 1
MP
H
42 -

5 1
MP
H
31 0
0 31
0 30
0 0
30 0
29 0
0 29
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
40 M
P
H
42 M
P
H
42 M
P
H
28 0
0 28
0 27
0 0
27 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
48 M
P
H
45 M
P
H
47 M
P
H
26 0
0 26
0 25
0 0
25 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
52 M
P
H
51 M
P
H
51 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0
Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/8
/
2 3
15-153

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

V
a
l
l

D
r
i
v
e
65 0
0 65
0 64
0 0
64 0
63 0
0 63
0 Be
t
w
e
e
n
:

Ra
m
o
n

R
o
a
d

C
e
n
t
u
r
y

P
a
r
k
62 0
0 62
0 61
0 0
61 0
60 0
0 60
0 W
e
a
t
h
e
r
:

Cle
a
r
59 1
0 59
X
1 58
1 0
58 X
1 57
1 1
57 X
X
2 Da
t
e
:
56 1
2 56
X
X
X
3 55
3 2
55 X
X
X
X
X
5 54
3 0
54 X
X
X
3 Tim
e
53 3
0 53
X
X
X
3 Fr
o
m
:
9:0
0 52
4 0
52 X
X
X
X
4 51
4 1
51 X
X
X
X
X
5 Tim
e
50 1
3 50
X
X
X
X
4 *
To
:
9:3
0 49
5 1
49 X
X
X
X
X
X
6 *
48 0
4 48
X
X
X
X
4 *
Ex
i
s
t
i
n
g
47 3
2 47
X
X
X
X
X
5 P
Sp
e
e
d

L
i
m
i
t
:
45 MP
H

46 1
6 46
X
X
X
X
X
X
X
7 A
45 1
3 45
X
X
X
X
4 C
44 2
4 44
X
X
X
X
X
X
6 E
43 6
3 43
X
X
X
X
X
X
X
X
X
9 *
42 1
5 42
X
X
X
X
X
X
6 *
41 2
4 41
X
X
X
X
X
X
6 *
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
40 2
1 40
X
X
X
3 %
O
v
e
r

P
a
c
e
:
6%
12 %
27 %
39 3
2 39
X
X
X
X
X
5 38
0 3
38 X
X
X
3 %
I
n

P
a
c
e
:
54 %
70 %
57 %
37 1
0 37
X
1 36
1 3
36 X
X
X
X
4 %
U
n
d
e
r

P
a
c
e
:
40 %
18 %
16 %
35 0
0 35
0 34
0 0
34 0
Av
e
r
a
g
e

S
p
e
e
d
:
48 MP
H
45 MP
H
46 MP
H
33 0
0 33
0 32
0 0
32 0
Pa
c
e

S
p
e
e
d
:
47 -

5 6
MP
H
41 -

5 0
MP
H
41 -

5 0
MP
H
31 0
0 31
0 30
0 0
30 0
29 0
0 29
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
41 M
P
H
39 M
P
H
40 M
P
H
28 0
0 28
0 27
0 0
27 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
49 M
P
H
44 M
P
H
46 M
P
H
26 0
0 26
0 25
0 0
25 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
54 M
P
H
50 M
P
H
53 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/8
/
2 3
15-154

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Di
n
a
h

S
h
o
r
e

D
r
i
v
e
75 0
0 75
0 74
0 0
74 0
73 0
0 73
0 Be
t
w
e
e
n
:

Plu
m
l
e
y

R
o
a
d

M
i
s
s
i
o
n

H
i
l
l
s

D
r
i
v
e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
0 0
65 0
64 0
0 64
0 Tim
e
63 0
0 63
0 Fr
o
m
:
12 :
0 0
62 1
0 62
X
1 61
2 0
61 X
X
2 Tim
e
60 0
0 60
0 To
:
12 :
2 0
59 1
1 59
X
X
2 58
0 3
58 X
X
X
3 Ex
i
s
t
i
n
g
57 1
2 57
X
X
X
3 Sp
e
e
d

L
i
m
i
t
:
50 MP
H
56 0
2 56
X
X
2 55
5 0
55 X
X
X
X
X
5 54
2 2
54 X
X
X
X
4 53
1 1
53 X
X
2 52
2 1
52 X
X
X
3 51
3 3
51 X
X
X
X
X
X
6 *
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 2
5 50
X
X
X
X
X
X
X
7 *
%
O
v
e
r

P
a
c
e
:
30 %
24 %
27 %
49 3
3 49
X
X
X
X
X
X
6 *
48 3
5 48
X
X
X
X
X
X
X
X
8 P
%
I
n

P
a
c
e
:
60 %
68 %
64 %
47 1
3 47
X
X
X
X
4 A
46 7
1 46
X
X
X
X
X
X
X
X
8 C
%
U
n
d
e
r

P
a
c
e
:
10 %
8%
9%
45 2
2 45
X
X
X
X
4 E
44 4
3 44
X
X
X
X
X
X
X
7 *
Av
e
r
a
g
e

S
p
e
e
d
:
49 MP
H
48 MP
H
48 MP
H
43 1
7 43
X
X
X
X
X
X
X
X
8 *
42 4
2 42
X
X
X
X
X
X
6 *
Pa
c
e

S
p
e
e
d
:
42 -

5 1
MP
H
42 -

5 1
MP
H
41 1
1 41
X
X
2 40
1 1
40 X
X
2 39
2 2
39 X
X
X
X
4 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
42 M
P
H
43 M
P
H
42 M
P
H
38 1
0 38
X
1 37
0 0
37 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
48 M
P
H
48 M
P
H
48 M
P
H
36 0
0 36
0 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
55 M
P
H
56 M
P
H
55 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0
Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/9
/
2 3
15-155

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Di
n
a
h

S
h
o
r
e

D
r
i
v
e
75 0
0 75
0 74
0 0
74 0
73 0
0 73
0 Be
t
w
e
e
n
:

Mi
s
s
i
o
n

H
i
l
l
s

D
r
i
v
e

B
o
b

H
o
p
e

D
r
i
v
e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
0 0
65 0
64 0
0 64
0 Tim
e
63 2
0 63
X
X
2 Fr
o
m
:
11 :
4 0
62 0
0 62
0 61
2 1
61 X
X
X
3 Tim
e
60 0
1 60
X
1 To
:
12 :
0 0
59 3
1 59
X
X
X
X
4 58
0 0
58 0
Ex
i
s
t
i
n
g
57 1
0 57
X
1 Sp
e
e
d

L
i
m
i
t
:
50 MP
H

56 0
6 56
X
X
X
X
X
X
6 *
55 3
3 55
X
X
X
X
X
X
6 *
54 1
2 54
X
X
X
3 *
53 5
5 53
X
X
X
X
X
X
X
X
X
X
10 P
52 3
4 52
X
X
X
X
X
X
X
7 A
51 2
3 51
X
X
X
X
X
5 C
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 2
5 50
X
X
X
X
X
X
X
7 E
%
O
v
e
r

P
a
c
e
:
16 %
6%
11 %
49 7
3 49
X
X
X
X
X
X
X
X
X
X
10 *
48 4
3 48
X
X
X
X
X
X
X
7 *
%
I
n

P
a
c
e
:
66 %
76 %
67 %
47 2
4 47
X
X
X
X
X
X
6 *
46 4
1 46
X
X
X
X
X
5 %
U
n
d
e
r

P
a
c
e
:
18 %
18 %
22 %
45 2
3 45
X
X
X
X
X
5 44
2 3
44 X
X
X
X
X
5 Av
e
r
a
g
e

S
p
e
e
d
:
51 MP
H
51 MP
H
51 MP
H
43 2
2 43
X
X
X
X
4 42
2 0
42 X
X
2 Pa
c
e

S
p
e
e
d
:
46 -

5 5
MP
H
47 -

5 6
MP
H
47 -

5 6
MP
H
41 0
0 41
0 40
1 0
40 X
1 39
0 0
39 0
15 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
45 M
P
H
45 M
P
H
45 M
P
H
38 0
0 38
0 37
0 0
37 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
49 M
P
H
51 M
P
H
50 M
P
H
36 0
0 36
0 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
57 M
P
H
56 M
P
H
56 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/9
/
2 3
15-156

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Di
n
a
h

S
h
o
r
e

D
r
i
v
e
75 0
0 75
0 74
0 0
74 0
73 0
0 73
0 Be
t
w
e
e
n
:

Bo
b

H
o
p
e

D
r
i
v
e

M
o
n
t
e
r
e
y

A
v
e
n
u
e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
0 2
65 X
X
2 64
1 2
64 X
X
X
3 Tim
e
63 1
2 63
X
X
X
3 Fr
o
m
:
11 :
2 0
62 0
2 62
X
X
2 61
3 2
61 X
X
X
X
X
5 Tim
e
60 1
1 60
X
X
2 To
:
11 :
4 0
59 1
0 59
X
1 58
2 0
58 X
X
2 Ex
i
s
t
i
n
g
57 2
3 57
X
X
X
X
X
5 Sp
e
e
d

L
i
m
i
t
:
50 MP
H

56 4
1 56
X
X
X
X
X
5 *
55 1
0 55
X
1 *
54 2
0 54
X
X
2 *
53 1
4 53
X
X
X
X
X
5 P
52 4
1 52
X
X
X
X
X
5 A
51 2
4 51
X
X
X
X
X
X
6 C
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 1
5 50
X
X
X
X
X
X
6 E
%
O
v
e
r

P
a
c
e
:
22 %
30 %
25 %
49 7
4 49
X
X
X
X
X
X
X
X
X
X
X
11 *
48 5
3 48
X
X
X
X
X
X
X
X
8 *
%
I
n

P
a
c
e
:
60 %
58 %
55 %
47 3
3 47
X
X
X
X
X
X
6 *
46 1
4 46
X
X
X
X
X
5 %
U
n
d
e
r

P
a
c
e
:
18 %
12 %
20 %
45 1
0 45
X
1 44
1 1
44 X
X
2 Av
e
r
a
g
e

S
p
e
e
d
:
51 MP
H
52 MP
H
51 MP
H
43 0
2 43
X
X
2 42
2 0
42 X
X
2 Pa
c
e

S
p
e
e
d
:
47 -

5 6
MP
H
44 -

5 3
MP
H
47 -

5 6
MP
H
41 2
0 41
X
X
2 40
1 2
40 X
X
X
3 39
1 0
39 X
1 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
45 M
P
H
46 M
P
H
45 M
P
H
38 0
2 38
X
X
2 37
0 0
37 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
50 M
P
H
50 M
P
H
50 M
P
H
36 0
0 36
0 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
58 M
P
H
62 M
P
H
60 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/9
/
2 3
15-157

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Du
n
e
s

V
i
e
w

R
o
a
d
50 0
0 50
0 49
0 0
49 0
48 0
0 48
0 Be
t
w
e
e
n
:

Hig
h
w
a
y

1 1
1 -

G
a
r
d
e
s
s

R
o
a
d
47 0
0 47
0 46
0 0
46 0
45 0
0 45
0 W
e
a
t
h
e
r
:

Cle
a
r
44 0
0 44
0 43
0 0
43 0
42 0
0 42
0 Da
t
e
:
41 0
0 41
0 40
0 0
40 0
39 0
0 39
0 Tim
e
38 1
0 38
X
1 Fr
o
m
:
9:0
0 37
0 0
37 0
36 0
0 36
0 Tim
e
35 0
1 35
X
1 To
:
10 :
3 0
34 1
1 34
X
X
2 *
33 1
1 33
X
X
2 *
Ex
i
s
t
i
n
g
32 2
3 32
X
X
X
X
X
5 *
Sp
e
e
d

L
i
m
i
t
:
30 MP
H

31 1
3 31
X
X
X
X
4 P
30 2
1 30
X
X
X
3 A
29 1
0 29
X
1 C
28 7
4 28
X
X
X
X
X
X
X
X
X
X
X
11 E
27 1
4 27
X
X
X
X
X
5 *
26 1
0 26
X
1 *
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
25 6
3 25
X
X
X
X
X
X
X
X
X
9 *
%
O
v
e
r

P
a
c
e
:
4%
4%
4%
24 1
0 24
X
1 23
0 0
23 0
%
I
n

P
a
c
e
:
92 %
80 %
86 %
22 0
2 22
X
X
2 21
0 2
21 X
X
2 %
U
n
d
e
r

P
a
c
e
:
4%
16 %
10 %
20 0
0 20
0 19
0 0
19 0
Av
e
r
a
g
e

S
p
e
e
d
:
28 MP
H
28 MP
H
28 MP
H
18 0
0 18
0 17
0 0
17 0
Pa
c
e

S
p
e
e
d
:
25 -

3 4
MP
H
25 -

3 4
MP
H
16 0
0 16
0 15
0 0
15 0
14 0
0 14
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
25 M
P
H
22 M
P
H
25 M
P
H
13 0
0 13
0 12
0 0
12 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
28 M
P
H
28 M
P
H
28 M
P
H
11 0
0 11
0 10
0 0
10 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
32 M
P
H
32 M
P
H
32 M
P
H
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 4
0 0
4 0
3 0
0 3
0 2
0 0
2 0
1 0
0 1
0 0
0 0
0 0
To
t
a
l
25 2
5 GR
A
N
D

T
O
T
A
L
S
50 Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/8
/
2 3
15-158

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Fra
n
k

S
i
n
a
t
r
a

D
r
i
v
e
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Rit
z

C
a
r
l
t
o
n

H
o
t
e
l

H
i
g
h
w
a
y

1 1
1 52
0 0
52 0
51 0
0 51
0 50
0 0
50 0
W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 1
0 47
X
1 Da
t
e
:
46 0
1 46
X
1 45
2 1
45 X
X
X
3 44
2 2
44 X
X
X
X
4 Tim
e
43 0
0 43
0 Fr
o
m
:
2:0
5 42
1 0
42 X
1 41
4 4
41 X
X
X
X
X
X
X
X
8 *
Tim
e
40 6
3 40
X
X
X
X
X
X
X
X
X
9 *
To
:
3:1
0 39
3 3
39 X
X
X
X
X
X
6 *
38 2
1 38
X
X
X
3 P
Ex
i
s
t
i
n
g
37 2
6 37
X
X
X
X
X
X
X
X
8 A
Sp
e
e
d

L
i
m
i
t
:
35 MP
H

36 6
4 36
X
X
X
X
X
X
X
X
X
X
10 C
35 1
3 35
X
X
X
X
4 E
34 3
6 34
X
X
X
X
X
X
X
X
X
9 *
33 5
2 33
X
X
X
X
X
X
X
7 *
32 2
4 32
X
X
X
X
X
X
6 *
31 1
4 31
X
X
X
X
X
5 Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 4
1 30
X
X
X
X
X
5 %
O
v
e
r

P
a
c
e
:
12 %
8%
10 %
29 3
1 29
X
X
X
X
4 28
0 0
28 0
%
I
n

P
a
c
e
:
68 %
72 %
70 %
27 1
0 27
X
1 26
1 2
26 X
X
X
3 %
U
n
d
e
r

P
a
c
e
:
20 %
20 %
20 %
25 0
0 25
0 24
0 2
24 X
X
2 Av
e
r
a
g
e

S
p
e
e
d
:
36 MP
H
35 MP
H
36 MP
H
23 0
0 23
0 22
0 0
22 0
Pa
c
e

S
p
e
e
d
:
32 -

4 1
MP
H
32 -

4 1
MP
H
21 0
0 21
0 20
0 0
20 0
19 0
0 19
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
30 M
P
H
31 M
P
H
30 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
36 M
P
H
35 M
P
H
36 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
41 M
P
H
41 M
P
H
41 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/9
/
2 3
15-159

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Fra
n
k

S
i
n
a
t
r
a

D
r
i
v
e
75 0
0 75
0 74
0 0
74 0
73 0
0 73
0 Be
t
w
e
e
n
:

Hig
h
w
a
y

1 1
1 -

M
o
r
n
i
n
g
s
i
d
e

D
r
i
v
e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
0 0
65 0
64 0
0 64
0 Tim
e
63 0
0 63
0 Fr
o
m
:
1:4
5 62
0 0
62 0
61 0
0 61
0 Tim
e
60 0
0 60
0 To
:
2:0
5 59
0 2
59 X
X
2 58
1 1
58 X
X
2 Ex
i
s
t
i
n
g
57 2
1 57
X
X
X
3 Sp
e
e
d

L
i
m
i
t
:
50 MP
H

56 1
1 56
X
X
2 55
2 2
55 X
X
X
X
4 54
1 2
54 X
X
X
3 53
3 3
53 X
X
X
X
X
X
6 *
52 3
5 52
X
X
X
X
X
X
X
X
8 *
51 7
1 51
X
X
X
X
X
X
X
X
8 *
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 1
2 50
X
X
X
3 P
%
O
v
e
r

P
a
c
e
:
14 %
10 %
16 %
49 2
2 49
X
X
X
X
4 A
48 3
4 48
X
X
X
X
X
X
X
7 C
%
I
n

P
a
c
e
:
70 %
60 %
65 %
47 3
4 47
X
X
X
X
X
X
X
7 E
46 6
5 46
X
X
X
X
X
X
X
X
X
X
X
11 *
%
U
n
d
e
r

P
a
c
e
:
16 %
30 %
19 %
45 2
2 45
X
X
X
X
4 *
44 5
2 44
X
X
X
X
X
X
X
7 *
Av
e
r
a
g
e

S
p
e
e
d
:
48 MP
H
48 MP
H
48 MP
H
43 0
2 43
X
X
2 42
6 1
42 X
X
X
X
X
X
X
7 Pa
c
e

S
p
e
e
d
:
44 -

5 3
MP
H
46 -

5 5
MP
H
44 -

5 3
MP
H
41 0
3 41
X
X
X
3 40
1 2
40 X
X
X
3 39
1 2
39 X
X
X
3 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
42 M
P
H
41 M
P
H
42 M
P
H
38 0
0 38
0 37
0 1
37 X
1 50
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
48 M
P
H
48 M
P
H
48 M
P
H
36 0
0 36
0 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
53 M
P
H
54 M
P
H
54 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/9
/
2 3
15-160

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Fra
n
k

S
i
n
a
t
r
a

D
r
i
v
e
75 0
0 75
0 74
0 0
74 0
73 0
0 73
0 Be
t
w
e
e
n
:

Mo
r
n
i
n
g
s
i
d
e

D
r
i
v
e

B
o
b

H
o
p
e

D
r
i
v
e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
0 0
65 0
64 0
0 64
0 Tim
e
63 0
0 63
0 Fr
o
m
:
1:2
5 62
0 1
62 X
1 61
0 1
61 X
1 Tim
e
60 0
2 60
X
X
2 To
:
1:4
5 59
1 2
59 X
X
X
3 58
0 2
58 X
X
2 Ex
i
s
t
i
n
g
57 0
4 57
X
X
X
X
4 *
Sp
e
e
d

L
i
m
i
t
:
50 MP
H

56 2
3 56
X
X
X
X
X
5 *
55 3
1 55
X
X
X
X
4 *
54 5
3 54
X
X
X
X
X
X
X
X
8 P
53 5
3 53
X
X
X
X
X
X
X
X
8 A
52 4
4 52
X
X
X
X
X
X
X
X
8 C
51 6
3 51
X
X
X
X
X
X
X
X
X
9 E
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 3
2 50
X
X
X
X
X
5 *
%
O
v
e
r

P
a
c
e
:
6%
16 %
9%
49 2
6 49
X
X
X
X
X
X
X
X
8 *
48 3
4 48
X
X
X
X
X
X
X
7 *
%
I
n

P
a
c
e
:
74 %
66 %
66 %
47 2
0 47
X
X
2 46
4 3
46 X
X
X
X
X
X
X
7 %
U
n
d
e
r

P
a
c
e
:
20 %
18 %
25 %
45 1
0 45
X
1 44
1 2
44 X
X
X
3 Av
e
r
a
g
e

S
p
e
e
d
:
49 MP
H
52 MP
H
51 MP
H
43 0
1 43
X
1 42
2 2
42 X
X
X
X
4 Pa
c
e

S
p
e
e
d
:
46 -

5 5
MP
H
48 -

5 7
MP
H
48 -

5 7
MP
H
41 3
1 41
X
X
X
X
4 40
1 0
40 X
1 39
2 0
39 X
X
2 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
42 M
P
H
46 M
P
H
44 M
P
H
38 0
0 38
0 37
0 0
37 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
51 M
P
H
52 M
P
H
51 M
P
H
36 0
0 36
0 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
54 M
P
H
58 M
P
H
56 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/9
/
2 3
15-161

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Fra
n
k

S
i
n
a
t
r
a

D
r
i
v
e
75 0
0 75
0 74
0 0
74 0
73 0
0 73
0 Be
t
w
e
e
n
:

Bo
b

H
o
p
e

D
r
i
v
e

M
o
n
t
e
r
e
y

A
v
e
n
u
e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
1 0
65 X
1 64
0 0
64 0
Tim
e
63 1
0 63
X
1 Fr
o
m
:
1:0
5 62
1 1
62 X
X
2 61
0 4
61 X
X
X
X
4 Tim
e
60 1
2 60
X
X
X
3 To
:
1:2
5 59
2 1
59 X
X
X
3 58
2 0
58 X
X
2 *
Ex
i
s
t
i
n
g
57 3
2 57
X
X
X
X
X
5 *
Sp
e
e
d

L
i
m
i
t
:
55 MP
H

56 3
1 56
X
X
X
X
4 *
55 2
3 55
X
X
X
X
X
5 P
54 4
3 54
X
X
X
X
X
X
X
7 A
53 3
4 53
X
X
X
X
X
X
X
7 C
52 6
3 52
X
X
X
X
X
X
X
X
X
9 E
51 3
8 51
X
X
X
X
X
X
X
X
X
X
X
11 *
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 4
2 50
X
X
X
X
X
X
6 *
%
O
v
e
r

P
a
c
e
:
12 %
16 %
14 %
49 3
4 49
X
X
X
X
X
X
X
7 *
48 1
1 48
X
X
2 %
I
n

P
a
c
e
:
66 %
62 %
63 %
47 1
0 47
X
1 46
1 2
46 X
X
X
3 %
U
n
d
e
r

P
a
c
e
:
22 %
22 %
23 %
45 2
2 45
X
X
X
X
4 44
2 1
44 X
X
X
3 Av
e
r
a
g
e

S
p
e
e
d
:
52 MP
H
51 MP
H
52 MP
H
43 2
1 43
X
X
X
3 42
0 1
42 X
1 Pa
c
e

S
p
e
e
d
:
49 -

5 8
MP
H
48 -

5 7
MP
H
49 -

5 8
MP
H
41 0
1 41
X
1 40
2 3
40 X
X
X
X
X
5 39
0 0
39 0
15 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
45 M
P
H
45 M
P
H
45 M
P
H
38 0
0 38
0 37
0 0
37 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
52 M
P
H
51 M
P
H
52 M
P
H
36 0
0 36
0 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
58 M
P
H
59 M
P
H
58 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/9
/
2 3
15-162

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Ge
r
a
l
d

F
o
r
d

D
r
i
v
e
65 0
0 65
0 64
0 0
64 0
63 0
0 63
0 Be
t
w
e
e
n
:

Plu
m
l
e
y

R
o
a
d

D
a

V
a
l
l

D
r
i
v
e
62 0
0 62
0 61
0 0
61 0
60 0
0 60
0 W
e
a
t
h
e
r
:

Cle
a
r
59 0
0 59
0 58
0 1
58 X
1 57
0 0
57 0
Da
t
e
:
56 0
2 56
X
X
2 55
2 0
55 X
X
2 54
1 0
54 X
1 Tim
e
53 4
3 53
X
X
X
X
X
X
X
7 Fr
o
m
:
3:4
0 52
2 5
52 X
X
X
X
X
X
X
7 *
51 4
5 51
X
X
X
X
X
X
X
X
X
9 *
Tim
e
50 2
5 50
X
X
X
X
X
X
X
7 *
To
:
4:0
0 49
5 3
49 X
X
X
X
X
X
X
X
8 P
48 2
0 48
X
X
2 A
Ex
i
s
t
i
n
g
47 5
2 47
X
X
X
X
X
X
X
7 C
Sp
e
e
d

L
i
m
i
t
:
50 MP
H

46 4
1 46
X
X
X
X
X
5 E
45 4
3 45
X
X
X
X
X
X
X
7 *
44 2
3 44
X
X
X
X
X
5 *
43 5
3 43
X
X
X
X
X
X
X
X
8 *
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 Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
40 1
1 40
X
X
2 %
O
v
e
r

P
a
c
e
:
14 %
32 %
13 %
39 3
0 39
X
X
X
3 38
0 0
38 0
%
I
n

P
a
c
e
:
70 %
66 %
65 %
37 1
0 37
X
1 36
0 0
36 0
%
U
n
d
e
r

P
a
c
e
:
16 %
2%
22 %
35 0
0 35
0 34
0 0
34 0
Av
e
r
a
g
e

S
p
e
e
d
:
47 MP
H
47 MP
H
47 MP
H
33 0
0 33
0 32
0 0
32 0
Pa
c
e

S
p
e
e
d
:
43 -

5 2
MP
H
41 -

5 0
MP
H
43 -

5 2
MP
H
31 0
0 31
0 30
0 0
30 0
29 0
0 29
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
42 M
P
H
41 M
P
H
41 M
P
H
28 0
0 28
0 27
0 0
27 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
47 M
P
H
47 M
P
H
47 M
P
H
26 0
0 26
0 25
0 0
25 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
52 M
P
H
52 M
P
H
52 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
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T
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L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
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We
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t
b
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d
Ci
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y

o
f

R
a
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M
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r
a
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Ra
d
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r

S
p
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d

S
u
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y
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d
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r

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u
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y

C
o
n
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B
y
:

Co
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s

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l
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m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
7 /
2 3
15-163

MP
H
Ve
h
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c
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s

S
u
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d
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T
.

Sp
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B
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H
.

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c
a
t
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n
:

Ge
r
a
l
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d

D
r
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v
e
70 0
0 70
0 69
0 0
69 0
68 0
0 68
0 Be
t
w
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n
:

V
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l
l

D
r
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v
e

B
o
b

H
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p
e

D
r
i
v
e
67 0
0 67
0 66
0 0
66 0
65 0
0 65
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e
a
t
h
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r
:

Cle
a
r
64 0
0 64
0 63
0 0
63 0
62 0
0 62
0 Da
t
e
:
61 0
1 61
X
1 60
0 2
60 X
X
2 59
2 0
59 X
X
2 Tim
e
58 0
7 58
X
X
X
X
X
X
X
7 Fr
o
m
:
12 :
4 5
57 1
2 57
X
X
X
3 56
2 1
56 X
X
X
3 Tim
e
55 1
0 55
X
1 To
:
1:0
5 54
2 3
54 X
X
X
X
X
5 *
53 3
5 53
X
X
X
X
X
X
X
X
8 *
Ex
i
s
t
i
n
g
52 2
2 52
X
X
X
X
4 *
Sp
e
e
d

L
i
m
i
t
:
50 MP
H

51 4
6 51
X
X
X
X
X
X
X
X
X
X
10 P
50 8
2 50
X
X
X
X
X
X
X
X
X
X
10 A
49 4
2 49
X
X
X
X
X
X
6 C
48 1
1 48
X
X
2 E
47 5
3 47
X
X
X
X
X
X
X
X
8 *
46 4
0 46
X
X
X
X
4 *
Ea
s
t
b
o
u
n
d
W
e
s
t
b
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n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
45 3
3 45
X
X
X
X
X
X
6 *
%
O
v
e
r

P
a
c
e
:
12 %
6%
19 %
44 2
2 44
X
X
X
X
4 43
3 3
43 X
X
X
X
X
X
6 %
I
n

P
a
c
e
:
72 %
60 %
63 %
42 0
1 42
X
1 41
1 3
41 X
X
X
X
4 %
U
n
d
e
r

P
a
c
e
:
16 %
34 %
18 %
40 0
0 40
0 39
0 1
39 X
1 Av
e
r
a
g
e

S
p
e
e
d
:
49 MP
H
51 MP
H
50 MP
H
38 0
0 38
0 37
0 0
37 0
Pa
c
e

S
p
e
e
d
:
45 -

5 4
MP
H
49 -

5 8
MP
H
45 -

5 4
MP
H
36 2
0 36
X
X
2 35
0 0
35 0
34 0
0 34
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
44 M
P
H
43 M
P
H
44 M
P
H
33 0
0 33
0 32
0 0
32 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
49 M
P
H
51 M
P
H
50 M
P
H
31 0
0 31
0 30
0 0
30 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
54 M
P
H
58 M
P
H
56 M
P
H
29 0
0 29
0 28
0 0
28 0
27 0
0 27
0 26
0 0
26 0
25 0
0 25
0 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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
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S
10 0

Co
r
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n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
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6 2
6 8

9 5
1 -
2 6
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6 2
6 7
Ea
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Ci
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Ra
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m
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d
,

I
n
c
.

B
o
x

1 1
7 8
8/9
/
2 3
15-164

MP
H
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h
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c
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s

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u
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d
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.

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:

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r
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D
r
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v
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75 0
0 75
0 74
0 0
74 0
73 0
0 73
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t
w
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n
:

Bo
b

H
o
p
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r
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M
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y

A
v
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n
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e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
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r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
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t
e
:
66 0
0 66
0 65
0 1
65 X
1 64
0 2
64 X
X
2 Tim
e
63 0
1 63
X
1 Fr
o
m
:
11 :
1 0
62 0
1 62
X
1 61
0 2
61 X
X
2 Tim
e
60 0
0 60
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:
11 :
3 5
59 1
2 59
X
X
X
3 58
2 1
58 X
X
X
3 Ex
i
s
t
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n
g
57 0
2 57
X
X
2 Sp
e
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d

L
i
m
i
t
:
50 MP
H

56 0
2 56
X
X
2 55
1 3
55 X
X
X
X
4 *
54 1
4 54
X
X
X
X
X
5 *
53 5
2 53
X
X
X
X
X
X
X
7 *
52 6
3 52
X
X
X
X
X
X
X
X
X
9 P
51 8
4 51
X
X
X
X
X
X
X
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X
X
X
X
12 A
Ea
s
t
b
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Co
m
b
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d

S
t
a
t
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s
t
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c
s
50 6
4 50
X
X
X
X
X
X
X
X
X
X
10 C
%
O
v
e
r

P
a
c
e
:
6%
24 %
17 %
49 3
3 49
X
X
X
X
X
X
6 E
48 10

2 48
X
X
X
X
X
X
X
X
X
X
X
X
12 *
%
I
n

P
a
c
e
:
88 %
60 %
74 %
47 1
3 47
X
X
X
X
4 *
46 3
2 46
X
X
X
X
X
5 *
%
U
n
d
e
r

P
a
c
e
:
6%
16 %
9%
45 0
0 45
0 44
0 0
44 0
Av
e
r
a
g
e

S
p
e
e
d
:
50 MP
H
52 MP
H
51 MP
H
43 1
2 43
X
X
X
3 42
1 1
42 X
X
2 Pa
c
e

S
p
e
e
d
:
46 -

5 5
MP
H
47 -

5 6
MP
H
46 -

5 5
MP
H
41 0
3 41
X
X
X
3 40
1 0
40 X
1 39
0 0
39 0
15 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
48 M
P
H
46 M
P
H
47 M
P
H
38 0
0 38
0 37
0 0
37 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
50 M
P
H
52 M
P
H
51 M
P
H
36 0
0 36
0 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
53 M
P
H
59 M
P
H
56 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
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27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
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A
N
D

T
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10 0

Co
r
o
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a
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A

9 2
8 8
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5 1
-
2 6
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6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
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s
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b
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o
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r
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d
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p
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m
i
t
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d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
5 /
2 3
15-165

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
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d
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.

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d

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B
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.

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c
a
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:

Gi
n
g
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r
s

R
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a
d
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Vic
t
o
r
i
a

F
a
l
l
s

G
a
t
e

B
o
b

H
o
p
e

D
r
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v
e
52 0
0 52
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0 0
51 0
50 0
0 50
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e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
0 47
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t
e
:
46 0
0 46
0 45
0 0
45 0
44 0
0 44
0 Tim
e
43 0
0 43
0 Fr
o
m
:
9:0
0 42
0 0
42 0
41 0
0 41
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e
40 0
0 40
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:
10 :
0 5
39 0
0 39
0 38
0 0
38 0
Ex
i
s
t
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n
g
37 0
0 37
0 Sp
e
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d

L
i
m
i
t
:
30 MP
H

36 0
0 36
0 35
0 0
35 0
34 1
0 34
X
1 33
3 0
33 X
X
X
3 *
32 4
3 32
X
X
X
X
X
X
X
7 *
31 4
3 31
X
X
X
X
X
X
X
7 *
Ea
s
t
b
o
u
n
d
W
e
s
t
b
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u
n
d
Co
m
b
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e
d

S
t
a
t
i
s
t
i
c
s
30 4
3 30
X
X
X
X
X
X
X
7 P
%
O
v
e
r

P
a
c
e
:
2%
0%
1%
29 0
5 29
X
X
X
X
X
5 A
28 3
5 28
X
X
X
X
X
X
X
X
8 C
%
I
n

P
a
c
e
:
78 %
90 %
83 %
27 4
4 27
X
X
X
X
X
X
X
X
8 E
26 8
6 26
X
X
X
X
X
X
X
X
X
X
X
X
X
X
14 *
%
U
n
d
e
r

P
a
c
e
:
20 %
10 %
16 %
25 4
6 25
X
X
X
X
X
X
X
X
X
X
10 *
24 5
9 24
X
X
X
X
X
X
X
X
X
X
X
X
X
X
14 *
Av
e
r
a
g
e

S
p
e
e
d
:
27 MP
H
26 MP
H
27 MP
H
23 2
1 23
X
X
X
3 22
3 1
22 X
X
X
X
4 Pa
c
e

S
p
e
e
d
:
24 -

3 3
MP
H
23 -

3 2
MP
H
24 -

3 3
MP
H
21 1
1 21
X
X
2 20
3 1
20 X
X
X
X
4 19
1 2
19 X
X
X
3 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
22 M
P
H
24 M
P
H
23 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
26 M
P
H
26 M
P
H
26 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
32 M
P
H
30 M
P
H
31 M
P
H
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
To
t
a
l
50 5
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A
N
D

T
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T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
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d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
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c
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o

M
i
r
a
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e
Ra
d
a
r

S
p
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d

S
u
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y
Ra
d
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r

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C
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B
y
:

Co
u
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s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
5 /
2 3
15-166

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Gi
n
g
e
r

R
o
g
e
r
s

R
o
a
d
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Bo
b

H
o
p
e

D
r
i
v
e

V
i
a

J
o
s
e
f
i
n
a
52 0
0 52
0 51
0 0
51 0
50 0
0 50
0 W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
0 47
0 Da
t
e
:
46 0
0 46
0 45
0 0
45 0
44 0
0 44
0 Tim
e
43 0
0 43
0 Fr
o
m
:
10 :
0 5
42 0
0 42
0 41
0 1
41 X
1 Tim
e
40 0
1 40
X
1 To
:
11 :
1 0
39 0
1 39
X
1 38
0 1
38 X
1 Ex
i
s
t
i
n
g
37 0
0 37
0 Sp
e
e
d

L
i
m
i
t
:
40 MP
H

36 4
1 36
X
X
X
X
X
5 35
1 3
35 X
X
X
X
4 34
1 2
34 X
X
X
3 33
5 2
33 X
X
X
X
X
X
X
7 *
32 1
2 32
X
X
X
3 *
31 3
5 31
X
X
X
X
X
X
X
X
8 *
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 4
0 30
X
X
X
X
4 P
%
O
v
e
r

P
a
c
e
:
12 %
16 %
16 %
29 6
4 29
X
X
X
X
X
X
X
X
X
X
10 A
28 5
7 28
X
X
X
X
X
X
X
X
X
X
X
X
12 C
%
I
n

P
a
c
e
:
86 %
82 %
83 %
27 7
9 27
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
16 E
26 5
6 26
X
X
X
X
X
X
X
X
X
X
X
11 *
%
U
n
d
e
r

P
a
c
e
:
2%
2%
1%
25 3
4 25
X
X
X
X
X
X
X
7 *
24 4
1 24
X
X
X
X
X
5 *
Av
e
r
a
g
e

S
p
e
e
d
:
29 MP
H
30 MP
H
29 MP
H
23 0
0 23
0 22
1 0
22 X
1 Pa
c
e

S
p
e
e
d
:
24 -

3 3
MP
H
25 -

3 4
MP
H
24 -

3 3
MP
H
21 0
0 21
0 20
0 0
20 0
19 0
0 19
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
25 M
P
H
26 M
P
H
26 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
28 M
P
H
28 M
P
H
28 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
33 M
P
H
35 M
P
H
34 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
5 /
2 3
15-167

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Ind
i
a
n

T
r
a
i
l
50 0
0 50
0 49
0 0
49 0
48 0
0 48
0 Be
t
w
e
e
n
:

Hig
h
w
a
y

1 1
1 -

H
a
l
g
a
r

R
o
a
d
47 0
0 47
0 46
0 0
46 0
45 0
0 45
0 W
e
a
t
h
e
r
:

Cle
a
r
44 0
0 44
0 43
0 0
43 0
42 0
0 42
0 Da
t
e
:
41 0
0 41
0 40
0 0
40 0
39 0
0 39
0 Tim
e
38 0
0 38
0 Fr
o
m
:
10 :
3 0
37 0
0 37
0 36
0 0
36 0
Tim
e
35 0
0 35
0 To
:
11 :
4 0
34 0
0 34
0 33
1 1
33 X
X
2 Ex
i
s
t
i
n
g
32 1
0 32
X
1 *
Sp
e
e
d

L
i
m
i
t
:
30 MP
H

31 2
1 31
X
X
X
3 *
30 6
2 30
X
X
X
X
X
X
X
X
8 *
29 4
1 29
X
X
X
X
X
5 P
28 5
2 28
X
X
X
X
X
X
X
7 A
27 2
6 27
X
X
X
X
X
X
X
X
8 C
26 1
4 26
X
X
X
X
X
5 E
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
25 3
2 25
X
X
X
X
X
5 *
%
O
v
e
r

P
a
c
e
:
0%
4%
4%
24 0
1 24
X
1 *
23 0
4 23
X
X
X
X
4 *
%
I
n

P
a
c
e
:
96 %
92 %
92 %
22 0
0 22
0 21
1 0
21 X
1 %
U
n
d
e
r

P
a
c
e
:
4%
4%
4%
20 0
1 20
X
1 19
0 0
19 0
Av
e
r
a
g
e

S
p
e
e
d
:
28 MP
H
26 MP
H
27 MP
H
18 0
0 18
0 17
0 0
17 0
Pa
c
e

S
p
e
e
d
:
25 -

3 4
MP
H
23 -

3 2
MP
H
23 -

3 2
MP
H
16 0
0 16
0 15
0 0
15 0
14 0
0 14
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
25 M
P
H
23 M
P
H
25 M
P
H
13 0
0 13
0 12
0 0
12 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
29 M
P
H
27 M
P
H
28 M
P
H
11 0
0 11
0 10
0 0
10 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
31 M
P
H
30 M
P
H
30 M
P
H
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 4
0 0
4 0
3 0
0 3
0 2
0 0
2 0
1 0
0 1
0 0
0 0
0 0
To
t
a
l
26 2
5 GR
A
N
D

T
O
T
A
L
S
51 Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/8
/
2 3
15-168

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

P
a
z

R
o
a
d
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Th
o
m
p
s
o
n

R
o
a
d

L
o
s

R
e
y
e
s

D
r
i
v
e
52 0
0 52
0 51
0 0
51 0
50 0
0 50
0 W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
0 47
0 Da
t
e
:
46 1
0 46
X
1 45
1 2
45 X
X
X
3 44
1 1
44 X
X
2 Tim
e
43 1
0 43
X
1 Fr
o
m
:
10 :
4 5
42 2
0 42
X
X
2 41
1 1
41 X
X
2 Tim
e
40 0
1 40
X
1 To
:
11 :
4 5
39 3
1 39
X
X
X
X
4 *
38 5
0 38
X
X
X
X
X
5 *
Ex
i
s
t
i
n
g
37 3
2 37
X
X
X
X
X
5 *
Sp
e
e
d

L
i
m
i
t
:
30 MP
H

36 4
2 36
X
X
X
X
X
X
6 P
35 2
2 35
X
X
X
X
4 A
34 0
0 34
0 C
33 0
0 33
0 E
32 5
3 32
X
X
X
X
X
X
X
X
8 *
31 0
6 31
X
X
X
X
X
X
6 *
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 3
3 30
X
X
X
X
X
X
6 *
%
O
v
e
r

P
a
c
e
:
19 %
18 %
17 %
29 0
3 29
X
X
X
3 28
1 2
28 X
X
X
3 %
I
n

P
a
c
e
:
69 %
70 %
64 %
27 0
0 27
0 26
2 0
26 X
X
2 %
U
n
d
e
r

P
a
c
e
:
11 %
12 %
19 %
25 0
2 25
X
X
2 24
1 0
24 X
1 Av
e
r
a
g
e

S
p
e
e
d
:
36 MP
H
33 MP
H
34 MP
H
23 0
2 23
X
X
2 22
0 0
22 0
Pa
c
e

S
p
e
e
d
:
30 -

3 9
MP
H
28 -

3 7
MP
H
30 -

3 9
MP
H
21 0
0 21
0 20
0 0
20 0
19 0
0 19
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
30 M
P
H
28 M
P
H
29 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
37 M
P
H
31 M
P
H
35 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
42 M
P
H
40 M
P
H
41 M
P
H
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
To
t
a
l
36 3
3 GR
A
N
D

T
O
T
A
L
S
69 Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
0 /
2 3
15-169

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Lo
s

A
l
a
m
o
s

R
o
a
d

S
o
u
t
h
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Ta
m
a
r
i
s
k

L
a
n
e

G
e
r
a
l
d

F
o
r
d

D
r
i
v
e
52 0
0 52
0 51
0 0
51 0
50 0
0 50
0 W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
0 47
0 Da
t
e
:
46 0
0 46
0 45
0 0
45 0
44 0
0 44
0 Tim
e
43 0
0 43
0 Fr
o
m
:
11 :
3 5
42 0
0 42
0 41
0 1
41 X
1 Tim
e
40 2
1 40
X
X
X
3 To
:
12 :
4 0
39 0
4 39
X
X
X
X
4 *
38 2
2 38
X
X
X
X
4 *
Ex
i
s
t
i
n
g
37 2
4 37
X
X
X
X
X
X
6 *
Sp
e
e
d

L
i
m
i
t
:
35 MP
H

36 3
2 36
X
X
X
X
X
5 P
35 4
6 35
X
X
X
X
X
X
X
X
X
X
10 A
34 5
1 0
34 X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
15 C
33 3
3 33
X
X
X
X
X
X
6 E
32 4
4 32
X
X
X
X
X
X
X
X
8 *
31 8
1 31
X
X
X
X
X
X
X
X
X
9 *
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 5
3 30
X
X
X
X
X
X
X
X
8 *
%
O
v
e
r

P
a
c
e
:
12 %
4%
4%
29 2
1 29
X
X
X
3 28
2 3
28 X
X
X
X
X
5 %
I
n

P
a
c
e
:
80 %
78 %
75 %
27 4
2 27
X
X
X
X
X
X
6 26
3 1
26 X
X
X
X
4 %
U
n
d
e
r

P
a
c
e
:
8%
18 %
21 %
25 1
1 25
X
X
2 24
0 0
24 0
Av
e
r
a
g
e

S
p
e
e
d
:
32 MP
H
33 MP
H
33 MP
H
23 0
1 23
X
1 22
0 0
22 0
Pa
c
e

S
p
e
e
d
:
27 -

3 6
MP
H
30 -

3 9
MP
H
30 -

3 9
MP
H
21 0
0 21
0 20
0 0
20 0
19 0
0 19
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
27 M
P
H
28 M
P
H
28 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
31 M
P
H
34 M
P
H
33 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
36 M
P
H
38 M
P
H
37 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
5 /
2 3
15-170

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Lo
s

A
l
a
m
o
s

R
o
a
d

N
o
r
t
h
75 0
0 75
0 74
0 0
74 0
73 0
0 73
0 Be
t
w
e
e
n
:

Din
a
h

S
h
o
r
e

D
r
i
v
e

R
a
m
o
n

R
o
a
d
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
0 0
65 0
64 0
0 64
0 Tim
e
63 1
0 63
X
1 Fr
o
m
:
10 :
1 0
62 0
0 62
0 61
2 0
61 X
X
2 Tim
e
60 1
0 60
X
1 To
:
11 :
0 0
59 1
0 59
X
1 58
2 0
58 X
X
2 Ex
i
s
t
i
n
g
57 0
0 57
0 Sp
e
e
d

L
i
m
i
t
:
50 MP
H

56 0
1 56
X
1 55
2 0
55 X
X
2 54
4 4
54 X
X
X
X
X
X
X
X
8 *
53 1
0 53
X
1 *
52 0
2 52
X
X
2 *
51 6
3 51
X
X
X
X
X
X
X
X
X
9 P
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 4
1 50
X
X
X
X
X
5 A
%
O
v
e
r

P
a
c
e
:
18 %
10 %
10 %
49 3
5 49
X
X
X
X
X
X
X
X
8 C
48 4
1 48
X
X
X
X
X
5 E
%
I
n

P
a
c
e
:
70 %
68 %
68 %
47 5
7 47
X
X
X
X
X
X
X
X
X
X
X
X
12 *
46 3
2 46
X
X
X
X
X
5 *
%
U
n
d
e
r

P
a
c
e
:
12 %
22 %
22 %
45 5
8 45
X
X
X
X
X
X
X
X
X
X
X
X
X
13 *
44 2
5 44
X
X
X
X
X
X
X
7 Av
e
r
a
g
e

S
p
e
e
d
:
50 MP
H
46 MP
H
48 MP
H
43 0
0 43
0 42
1 0
42 X
1 Pa
c
e

S
p
e
e
d
:
45 -

5 4
MP
H
44 -

5 3
MP
H
45 -

5 4
MP
H
41 2
1 41
X
X
X
3 40
1 1
40 X
X
2 39
0 0
39 0
15 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
45 M
P
H
38 M
P
H
42 M
P
H
38 0
5 38
X
X
X
X
X
5 37
0 2
37 X
X
2 50
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
49 M
P
H
46 M
P
H
47 M
P
H
36 0
1 36
X
1 35
0 1
35 X
1 85
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
55 M
P
H
51 M
P
H
54 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/8
/
2 3
15-171

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Lo
s

R
e
y
e
s

D
r
i
v
e
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

P
a
z

R
o
a
d

S
u
n
n
y

L
a
n
e
52 0
0 52
0 51
0 0
51 0
50 0
0 50
0 W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
0 47
0 Da
t
e
:
46 0
0 46
0 45
0 0
45 0
44 0
0 44
0 Tim
e
43 0
0 43
0 Fr
o
m
:
12 :
3 0
42 0
0 42
0 41
0 0
41 0
Tim
e
40 0
1 40
X
1 To
:
2:1
0 39
1 2
39 X
X
X
3 38
1 2
38 X
X
X
3 Ex
i
s
t
i
n
g
37 1
3 37
X
X
X
X
4 Sp
e
e
d

L
i
m
i
t
:
30 MP
H

36 1
2 36
X
X
X
3 35
6 1
35 X
X
X
X
X
X
X
7 *
34 3
4 34
X
X
X
X
X
X
X
7 *
33 3
5 33
X
X
X
X
X
X
X
X
8 *
32 3
2 32
X
X
X
X
X
5 P
31 4
4 31
X
X
X
X
X
X
X
X
8 A
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 2
4 30
X
X
X
X
X
X
6 C
%
O
v
e
r

P
a
c
e
:
6%
22 %
14 %
29 6
6 29
X
X
X
X
X
X
X
X
X
X
X
X
12 E
28 4
3 28
X
X
X
X
X
X
X
7 *
%
I
n

P
a
c
e
:
74 %
76 %
73 %
27 5
3 27
X
X
X
X
X
X
X
X
8 *
26 0
5 26
X
X
X
X
X
5 *
%
U
n
d
e
r

P
a
c
e
:
20 %
2%
13 %
25 1
2 25
X
X
X
3 24
3 0
24 X
X
X
3 Av
e
r
a
g
e

S
p
e
e
d
:
30 MP
H
31 MP
H
31 MP
H
23 1
1 23
X
X
2 22
3 0
22 X
X
X
3 Pa
c
e

S
p
e
e
d
:
27 -

3 6
MP
H
25 -

3 4
MP
H
26 -

3 5
MP
H
21 1
0 21
X
1 20
0 0
20 0
19 1
0 19
X
1 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
24 M
P
H
26 M
P
H
26 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
29 M
P
H
31 M
P
H
30 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
35 M
P
H
37 M
P
H
35 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
6 /
2 3
15-172

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Ma
g
n
e
s
i
a

F
a
l
l
s

D
r
i
v
e
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Hig
h
w
a
y

1 1
1 -

J
o
s
h
u
a

R
o
a
d
52 0
0 52
0 51
0 0
51 0
50 0
0 50
0 W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
0 47
0 Da
t
e
:
46 0
0 46
0 45
0 0
45 0
44 0
0 44
0 Tim
e
43 0
0 43
0 Fr
o
m
:
2:0
0 42
0 0
42 0
41 0
0 41
0 Tim
e
40 0
0 40
0 To
:
3:3
0 39
0 0
39 0
38 0
0 38
0 Ex
i
s
t
i
n
g
37 0
0 37
0 Sp
e
e
d

L
i
m
i
t
:
30 MP
H

36 0
0 36
0 35
0 0
35 0
34 0
2 34
X
X
2 33
0 1
33 X
1 32
0 0
32 0
31 1
5 31
X
X
X
X
X
X
6 *
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 1
1 30
X
X
2 *
%
O
v
e
r

P
a
c
e
:
0%
0%
6%
29 2
0 29
X
X
2 *
28 4
3 28
X
X
X
X
X
X
X
7 P
%
I
n

P
a
c
e
:
92 %
81 %
86 %
27 1
2 27
X
X
X
3 A
26 2
4 26
X
X
X
X
X
X
6 C
%
U
n
d
e
r

P
a
c
e
:
8%
19 %
8%
25 4
3 25
X
X
X
X
X
X
X
7 E
24 1
1 24
X
X
2 *
Av
e
r
a
g
e

S
p
e
e
d
:
25 MP
H
27 MP
H
26 MP
H
23 4
2 23
X
X
X
X
X
X
6 *
22 3
0 22
X
X
X
3 *
Pa
c
e

S
p
e
e
d
:
22 -

3 1
MP
H
25 -

3 4
MP
H
22 -

3 1
MP
H
21 1
0 21
X
1 20
0 1
20 X
1 19
1 1
19 X
X
2 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
22 M
P
H
23 M
P
H
23 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
25 M
P
H
27 M
P
H
26 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
29 M
P
H
31 M
P
H
31 M
P
H
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
To
t
a
l
25 2
6 GR
A
N
D

T
O
T
A
L
S
51 Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
7 /
2 3
15-173

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Ma
g
n
e
s
i
a

F
a
l
l
s

D
r
i
v
e
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Hig
h
w
a
y

1 1
1 -

G
a
r
d
e
s
s

R
o
a
d
52 0
0 52
0 51
0 0
51 0
50 0
0 50
0 W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
0 47
0 Da
t
e
:
46 0
0 46
0 45
0 0
45 0
44 0
0 44
0 Tim
e
43 0
0 43
0 Fr
o
m
:
2:0
0 42
0 0
42 0
41 0
0 41
0 Tim
e
40 0
0 40
0 To
:
3:0
0 39
0 1
39 X
1 38
0 0
38 0
Ex
i
s
t
i
n
g
37 0
0 37
0 Sp
e
e
d

L
i
m
i
t
:
30 MP
H

36 1
0 36
X
1 35
1 1
35 X
X
2 *
34 0
2 34
X
X
2 *
33 2
1 33
X
X
X
3 *
32 1
3 32
X
X
X
X
4 P
31 3
4 31
X
X
X
X
X
X
X
7 A
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 5
1 30
X
X
X
X
X
X
6 C
%
O
v
e
r

P
a
c
e
:
4%
4%
4%
29 1
3 29
X
X
X
X
4 E
28 4
6 28
X
X
X
X
X
X
X
X
X
X
10 *
%
I
n

P
a
c
e
:
92 %
84 %
88 %
27 3
0 27
X
X
X
3 *
26 4
0 26
X
X
X
X
4 *
%
U
n
d
e
r

P
a
c
e
:
4%
12 %
8%
25 1
1 25
X
X
2 24
0 1
24 X
1 Av
e
r
a
g
e

S
p
e
e
d
:
29 MP
H
30 MP
H
30 MP
H
23 0
1 23
X
1 22
0 0
22 0
Pa
c
e

S
p
e
e
d
:
26 -

3 5
MP
H
28 -

3 7
MP
H
26 -

3 5
MP
H
21 0
0 21
0 20
0 0
20 0
19 0
0 19
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
26 M
P
H
28 M
P
H
26 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
29 M
P
H
30 M
P
H
30 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
33 M
P
H
34 M
P
H
33 M
P
H
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
To
t
a
l
26 2
5 GR
A
N
D

T
O
T
A
L
S
51 Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/8
/
2 3
15-174

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Mi
r
a
g
e

R
o
a
d
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Hig
h
w
a
y

1 1
1 -

I
n
d
i
a
n

T
r
a
i
l
52 0
0 52
0 51
0 0
51 0
50 0
0 50
0 W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
0 47
0 Da
t
e
:
46 0
0 46
0 45
0 0
45 0
44 0
0 44
0 Tim
e
43 0
0 43
0 Fr
o
m
:
11 :
4 0
42 0
1 42
X
1 41
0 0
41 0
Tim
e
40 0
0 40
0 To
:
1:0
5 39
0 0
39 0
38 0
1 38
X
1 Ex
i
s
t
i
n
g
37 1
3 37
X
X
X
X
4 Sp
e
e
d

L
i
m
i
t
:
30 MP
H

36 1
2 36
X
X
X
3 *
35 3
4 35
X
X
X
X
X
X
X
7 *
34 3
6 34
X
X
X
X
X
X
X
X
X
9 *
33 5
5 33
X
X
X
X
X
X
X
X
X
X
10 P
32 2
3 32
X
X
X
X
X
5 A
31 6
6 31
X
X
X
X
X
X
X
X
X
X
X
X
12 C
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 9
2 30
X
X
X
X
X
X
X
X
X
X
X
11 E
%
O
v
e
r

P
a
c
e
:
2%
4%
6%
29 6
4 29
X
X
X
X
X
X
X
X
X
X
10 *
28 4
2 28
X
X
X
X
X
X
6 *
%
I
n

P
a
c
e
:
84 %
74 %
78 %
27 3
2 27
X
X
X
X
X
5 *
26 0
3 26
X
X
X
3 %
U
n
d
e
r

P
a
c
e
:
14 %
22 %
16 %
25 1
2 25
X
X
X
3 24
0 2
24 X
X
2 Av
e
r
a
g
e

S
p
e
e
d
:
30 MP
H
31 MP
H
31 MP
H
23 3
0 23
X
X
X
3 22
2 2
22 X
X
X
X
4 Pa
c
e

S
p
e
e
d
:
27 -

3 6
MP
H
28 -

3 7
MP
H
27 -

3 6
MP
H
21 1
0 21
X
1 20
0 0
20 0
19 0
0 19
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
27 M
P
H
26 M
P
H
26 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
30 M
P
H
31 M
P
H
31 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
34 M
P
H
35 M
P
H
35 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/8
/
2 3
15-175

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Mo
n
t
e
r
e
y

A
v
e
n
u
e
75 0
0 75
0 74
0 0
74 0
73 0
0 73
0 Be
t
w
e
e
n
:

So
u
t
h

C
i
t
y

L
i
m
i
t

C
l
a
n
c
y

L
a
n
e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
0 0
65 0
64 0
0 64
0 Tim
e
63 0
0 63
0 Fr
o
m
:
9:4
0 62
1 0
62 X
1 61
0 0
61 0
Tim
e
60 0
0 60
0 To
:
10 :
0 0
59 2
0 59
X
X
2 58
2 0
58 X
X
2 Ex
i
s
t
i
n
g
57 1
0 57
X
1 Sp
e
e
d

L
i
m
i
t
:
50 MP
H

56 4
0 56
X
X
X
X
4 55
2 2
55 X
X
X
X
4 *
54 1
3 54
X
X
X
X
4 *
53 4
4 53
X
X
X
X
X
X
X
X
8 *
52 3
2 52
X
X
X
X
X
5 P
51 1
5 51
X
X
X
X
X
X
6 A
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 2
9 50
X
X
X
X
X
X
X
X
X
X
X
11 C
%
O
v
e
r

P
a
c
e
:
12 %
4%
10 %
49 7
5 49
X
X
X
X
X
X
X
X
X
X
X
X
12 E
48 3
4 48
X
X
X
X
X
X
X
7 *
%
I
n

P
a
c
e
:
62 %
80 %
69 %
47 4
3 47
X
X
X
X
X
X
X
7 *
46 4
1 46
X
X
X
X
X
5 *
%
U
n
d
e
r

P
a
c
e
:
26 %
16 %
21 %
45 0
4 45
X
X
X
X
4 44
1 2
44 X
X
X
3 Av
e
r
a
g
e

S
p
e
e
d
:
50 MP
H
48 MP
H
49 MP
H
43 2
0 43
X
X
2 42
2 0
42 X
X
2 Pa
c
e

S
p
e
e
d
:
47 -

5 6
MP
H
45 -

5 4
MP
H
46 -

5 5
MP
H
41 1
1 41
X
X
2 40
1 0
40 X
1 39
1 2
39 X
X
X
3 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
43 M
P
H
44 M
P
H
44 M
P
H
38 1
1 38
X
X
2 37
0 1
37 X
1 50
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
49 M
P
H
49 M
P
H
49 M
P
H
36 0
0 36
0 35
0 1
35 X
1 85
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
56 M
P
H
53 M
P
H
54 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/9
/
2 3
15-176

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Mo
n
t
e
r
e
y

A
v
e
n
u
e
75 0
0 75
0 74
0 0
74 0
73 0
0 73
0 Be
t
w
e
e
n
:

Cla
n
c
y

L
a
n
e

C
o
u
n
t
r
y

C
l
u
b

D
r
i
v
e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
0 0
65 0
64 0
0 64
0 Tim
e
63 0
0 63
0 Fr
o
m
:
10 :
0 0
62 0
0 62
0 61
0 0
61 0
Tim
e
60 0
0 60
0 To
:
10 :
2 0
59 1
0 59
X
1 58
0 1
58 X
1 Ex
i
s
t
i
n
g
57 0
3 57
X
X
X
3 Sp
e
e
d

L
i
m
i
t
:
50 MP
H

56 0
1 56
X
1 55
1 0
55 X
1 54
2 1
54 X
X
X
3 53
1 0
53 X
1 52
2 1
52 X
X
X
3 *
51 2
2 51
X
X
X
X
4 *
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 3
4 50
X
X
X
X
X
X
X
7 *
%
O
v
e
r

P
a
c
e
:
10 %
18 %
11 %
49 2
4 49
X
X
X
X
X
X
6 P
48 6
6 48
X
X
X
X
X
X
X
X
X
X
X
X
12 A
%
I
n

P
a
c
e
:
78 %
82 %
79 %
47 6
4 47
X
X
X
X
X
X
X
X
X
X
10 C
46 5
5 46
X
X
X
X
X
X
X
X
X
X
10 E
%
U
n
d
e
r

P
a
c
e
:
12 %
0%
10 %
45 5
3 45
X
X
X
X
X
X
X
X
8 *
44 5
8 44
X
X
X
X
X
X
X
X
X
X
X
X
X
13 *
Av
e
r
a
g
e

S
p
e
e
d
:
47 MP
H
48 MP
H
47 MP
H
43 3
3 43
X
X
X
X
X
X
6 *
42 2
1 42
X
X
X
3 Pa
c
e

S
p
e
e
d
:
43 -

5 2
MP
H
41 -

5 0
MP
H
43 -

5 2
MP
H
41 1
3 41
X
X
X
X
4 40
1 0
40 X
1 39
0 0
39 0
15 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
43 M
P
H
44 M
P
H
43 M
P
H
38 1
0 38
X
1 37
0 0
37 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
47 M
P
H
47 M
P
H
47 M
P
H
36 0
0 36
0 35
1 0
35 X
1 85
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
51 M
P
H
51 M
P
H
51 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/9
/
2 3
15-177

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Mo
n
t
e
r
e
y

A
v
e
n
u
e
75 0
0 75
0 74
0 0
74 0
73 0
0 73
0 Be
t
w
e
e
n
:

Co
u
n
t
r
y

C
l
u
b

D
r
i
v
e

F
r
a
n
k

S
i
n
a
t
r
a

D
r
i
v
e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
0 0
65 0
64 1
2 64
X
X
X
3 Tim
e
63 0
0 63
0 Fr
o
m
:
10 :
2 0
62 2
1 62
X
X
X
3 61
2 1
61 X
X
X
3 Tim
e
60 0
2 60
X
X
2 To
:
10 :
4 0
59 1
1 59
X
X
2 58
1 1
58 X
X
2 Ex
i
s
t
i
n
g
57 2
3 57
X
X
X
X
X
5 Sp
e
e
d

L
i
m
i
t
:
55 MP
H

56 3
2 56
X
X
X
X
X
5 55
2 3
55 X
X
X
X
X
5 *
54 3
1 54
X
X
X
X
4 *
53 3
6 53
X
X
X
X
X
X
X
X
X
9 *
52 3
5 52
X
X
X
X
X
X
X
X
8 P
51 5
4 51
X
X
X
X
X
X
X
X
X
9 A
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 6
3 50
X
X
X
X
X
X
X
X
X
9 C
%
O
v
e
r

P
a
c
e
:
18 %
16 %
25 %
49 2
7 49
X
X
X
X
X
X
X
X
X
9 E
48 3
2 48
X
X
X
X
X
5 *
%
I
n

P
a
c
e
:
68 %
72 %
70 %
47 4
2 47
X
X
X
X
X
X
6 *
46 3
3 46
X
X
X
X
X
X
6 *
%
U
n
d
e
r

P
a
c
e
:
14 %
12 %
5%
45 2
0 45
X
X
2 44
2 1
44 X
X
X
3 Av
e
r
a
g
e

S
p
e
e
d
:
52 MP
H
53 MP
H
52 MP
H
43 0
0 43
0 42
0 0
42 0
Pa
c
e

S
p
e
e
d
:
47 -

5 6
MP
H
48 -

5 7
MP
H
46 -

5 5
MP
H
41 0
0 41
0 40
0 0
40 0
39 0
0 39
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
47 M
P
H
48 M
P
H
47 M
P
H
38 0
0 38
0 37
0 0
37 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
51 M
P
H
52 M
P
H
52 M
P
H
36 0
0 36
0 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
57 M
P
H
58 M
P
H
57 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/9
/
2 3
15-178

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Mo
n
t
e
r
e
y

A
v
e
n
u
e
75 0
0 75
0 74
0 0
74 0
73 0
0 73
0 Be
t
w
e
e
n
:

Fra
n
k

S
i
n
a
t
r
a

D
r
i
v
e

G
e
r
a
l
d

F
o
r
d

D
r
i
v
e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
1 0
65 X
1 64
2 0
64 X
X
2 Tim
e
63 2
0 63
X
X
2 Fr
o
m
:
10 :
4 0
62 0
1 62
X
1 61
2 1
61 X
X
X
3 Tim
e
60 1
2 60
X
X
X
3 To
:
11 :
0 0
59 0
2 59
X
X
2 58
2 1
58 X
X
X
3 Ex
i
s
t
i
n
g
57 2
2 57
X
X
X
X
4 Sp
e
e
d

L
i
m
i
t
:
55 MP
H

56 3
2 56
X
X
X
X
X
5 55
1 2
55 X
X
X
3 54
6 5
54 X
X
X
X
X
X
X
X
X
X
X
11 *
53 6
7 53
X
X
X
X
X
X
X
X
X
X
X
X
X
13 *
52 0
4 52
X
X
X
X
4 *
51 0
5 51
X
X
X
X
X
5 P
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 4
3 50
X
X
X
X
X
X
X
7 A
%
O
v
e
r

P
a
c
e
:
32 %
14 %
29 %
49 2
2 49
X
X
X
X
4 C
48 4
3 48
X
X
X
X
X
X
X
7 E
%
I
n

P
a
c
e
:
62 %
70 %
66 %
47 2
2 47
X
X
X
X
4 *
46 2
1 46
X
X
X
3 *
%
U
n
d
e
r

P
a
c
e
:
6%
16 %
5%
45 5
3 45
X
X
X
X
X
X
X
X
8 *
44 1
1 44
X
X
2 Av
e
r
a
g
e

S
p
e
e
d
:
52 MP
H
52 MP
H
52 MP
H
43 1
0 43
X
1 42
0 1
42 X
1 Pa
c
e

S
p
e
e
d
:
45 -

5 4
MP
H
48 -

5 7
MP
H
45 -

5 4
MP
H
41 0
0 41
0 40
1 0
40 X
1 39
0 0
39 0
15 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
45 M
P
H
47 M
P
H
46 M
P
H
38 0
0 38
0 37
0 0
37 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
53 M
P
H
52 M
P
H
53 M
P
H
36 0
0 36
0 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
60 M
P
H
57 M
P
H
58 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/9
/
2 3
15-179

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Mo
n
t
e
r
e
y

A
v
e
n
u
e
75 0
0 75
0 74
0 0
74 0
73 0
0 73
0 Be
t
w
e
e
n
:

Ge
r
a
l
d

F
o
r
d

D
r
i
v
e

D
i
n
a
h

S
h
o
r
e

D
r
i
v
e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
0 0
65 0
64 0
0 64
0 Tim
e
63 0
0 63
0 Fr
o
m
:
11 :
0 0
62 1
0 62
X
1 61
0 0
61 0
Tim
e
60 1
2 60
X
X
X
3 To
:
11 :
2 0
59 1
1 59
X
X
2 58
0 2
58 X
X
2 Ex
i
s
t
i
n
g
57 3
0 57
X
X
X
3 Sp
e
e
d

L
i
m
i
t
:
55 MP
H

56 3
0 56
X
X
X
3 *
55 2
3 55
X
X
X
X
X
5 *
54 5
2 54
X
X
X
X
X
X
X
7 *
53 4
3 53
X
X
X
X
X
X
X
7 P
52 4
2 52
X
X
X
X
X
X
6 A
51 3
4 51
X
X
X
X
X
X
X
7 C
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 4
1 50
X
X
X
X
X
5 E
%
O
v
e
r

P
a
c
e
:
6%
20 %
11 %
49 2
6 49
X
X
X
X
X
X
X
X
8 *
48 5
4 48
X
X
X
X
X
X
X
X
X
9 *
%
I
n

P
a
c
e
:
70 %
64 %
61 %
47 1
3 47
X
X
X
X
4 *
46 1
1 46
X
X
2 %
U
n
d
e
r

P
a
c
e
:
24 %
16 %
28 %
45 0
3 45
X
X
X
3 44
4 5
44 X
X
X
X
X
X
X
X
X
9 Av
e
r
a
g
e

S
p
e
e
d
:
50 MP
H
49 MP
H
50 MP
H
43 0
1 43
X
1 42
1 1
42 X
X
2 Pa
c
e

S
p
e
e
d
:
48 -

5 7
MP
H
44 -

5 3
MP
H
47 -

5 6
MP
H
41 1
4 41
X
X
X
X
X
5 40
3 1
40 X
X
X
X
4 39
0 0
39 0
15 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
44 M
P
H
43 M
P
H
44 M
P
H
38 1
1 38
X
X
2 37
0 0
37 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
51 M
P
H
49 M
P
H
50 M
P
H
36 0
0 36
0 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
56 M
P
H
55 M
P
H
55 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/9
/
2 3
15-180

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Mo
r
n
i
n
g
s
i
d
e

D
r
i
v
e
75 0
0 75
0 74
0 0
74 0
73 0
0 73
0 Be
t
w
e
e
n
:

Co
u
n
t
r
y

C
l
u
b

D
r
i
v
e

F
r
a
n
k

S
i
n
a
t
r
a

D
r
i
v
e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 0
0 67
0 Da
t
e
:
66 0
0 66
0 65
0 0
65 0
64 0
0 64
0 Tim
e
63 0
0 63
0 Fr
o
m
:
9:2
5 62
0 0
62 0
61 0
0 61
0 Tim
e
60 0
1 60
X
1 To
:
9:5
5 59
1 0
59 X
1 58
1 1
58 X
X
2 Ex
i
s
t
i
n
g
57 0
1 57
X
1 Sp
e
e
d

L
i
m
i
t
:
50 MP
H

56 1
1 56
X
X
2 55
1 2
55 X
X
X
3 54
1 2
54 X
X
X
3 53
3 3
53 X
X
X
X
X
X
6 *
52 3
2 52
X
X
X
X
X
5 *
51 5
8 51
X
X
X
X
X
X
X
X
X
X
X
X
X
13 *
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 5
5 50
X
X
X
X
X
X
X
X
X
X
10 P
%
O
v
e
r

P
a
c
e
:
10 %
8%
13 %
49 3
5 49
X
X
X
X
X
X
X
X
8 A
48 3
4 48
X
X
X
X
X
X
X
7 C
%
I
n

P
a
c
e
:
68 %
78 %
72 %
47 4
0 47
X
X
X
X
4 E
46 4
8 46
X
X
X
X
X
X
X
X
X
X
X
X
12 *
%
U
n
d
e
r

P
a
c
e
:
22 %
14 %
15 %
45 1
2 45
X
X
X
3 *
44 3
1 44
X
X
X
X
4 *
Av
e
r
a
g
e

S
p
e
e
d
:
48 MP
H
49 MP
H
49 MP
H
43 1
1 43
X
X
2 42
1 1
42 X
X
2 Pa
c
e

S
p
e
e
d
:
44 -

5 3
MP
H
46 -

5 5
MP
H
44 -

5 3
MP
H
41 4
1 41
X
X
X
X
X
5 40
2 0
40 X
X
2 39
2 0
39 X
X
2 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
41 M
P
H
46 M
P
H
43 M
P
H
38 0
0 38
0 37
0 1
37 X
1 50
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
48 M
P
H
50 M
P
H
49 M
P
H
36 1
0 36
X
1 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
53 M
P
H
54 M
P
H
53 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
0 /
2 3
15-181

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Oc
o
t
i
l
l
o

D
r
i
v
e
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Hig
h
w
a
y

1 1
1 -

H
a
l
g
a
r

R
o
a
d
52 0
0 52
0 51
0 0
51 0
50 0
0 50
0 W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
0 47
0 Da
t
e
:
46 0
0 46
0 45
0 0
45 0
44 0
0 44
0 Tim
e
43 0
0 43
0 Fr
o
m
:
1:0
5 42
0 0
42 0
41 0
0 41
0 Tim
e
40 0
0 40
0 To
:
3:5
0 39
0 0
39 0
38 0
0 38
0 Ex
i
s
t
i
n
g
37 0
0 37
0 Sp
e
e
d

L
i
m
i
t
:
30 MP
H

36 0
0 36
0 35
3 0
35 X
X
X
3 *
34 1
0 34
X
1 *
33 0
3 33
X
X
X
3 *
32 6
3 32
X
X
X
X
X
X
X
X
X
9 P
31 2
5 31
X
X
X
X
X
X
X
7 A
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 3
3 30
X
X
X
X
X
X
6 C
%
O
v
e
r

P
a
c
e
:
0%
0%
0%
29 0
3 29
X
X
X
3 E
28 4
3 28
X
X
X
X
X
X
X
7 *
%
I
n

P
a
c
e
:
80 %
88 %
84 %
27 0
1 27
X
1 *
26 1
1 26
X
X
2 *
%
U
n
d
e
r

P
a
c
e
:
20 %
12 %
16 %
25 2
0 25
X
X
2 24
1 0
24 X
1 Av
e
r
a
g
e

S
p
e
e
d
:
30 MP
H
29 MP
H
29 MP
H
23 1
0 23
X
1 22
1 3
22 X
X
X
X
4 Pa
c
e

S
p
e
e
d
:
26 -

3 5
MP
H
26 -

3 5
MP
H
21 0
0 21
0 20
0 0
20 0
19 0
0 19
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
25 M
P
H
26 M
P
H
25 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
30 M
P
H
30 M
P
H
30 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
34 M
P
H
32 M
P
H
32 M
P
H
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
To
t
a
l
25 2
5 GR
A
N
D

T
O
T
A
L
S
50 Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/8
/
2 3
15-182

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Pa
r
k

V
i
e
w
65 0
0 65
0 64
0 0
64 0
63 0
0 63
0 Be
t
w
e
e
n
:

Ea
s
t

C
i
t
y

L
i
m
i
t

W
e
s
t

C
i
t
y

L
i
m
i
t
62 0
0 62
0 61
0 0
61 0
60 0
1 60
X
1 W
e
a
t
h
e
r
:

Cle
a
r
59 0
1 59
X
1 58
0 2
58 X
X
2 57
1 0
57 X
1 Da
t
e
:
56 0
1 56
X
1 55
0 0
55 0
54 0
1 54
X
1 Tim
e
53 2
2 53
X
X
X
X
4 Fr
o
m
:
3:1
5 52
1 0
52 X
1 51
1 2
51 X
X
X
3 Tim
e
50 2
0 50
X
X
2 To
:
3:3
5 49
2 2
49 X
X
X
X
4 *
48 4
1 48
X
X
X
X
X
5 *
Ex
i
s
t
i
n
g
47 2
3 47
X
X
X
X
X
5 *
Sp
e
e
d

L
i
m
i
t
:
45 MP
H

46 3
4 46
X
X
X
X
X
X
X
7 P
45 5
2 45
X
X
X
X
X
X
X
7 A
44 4
9 44
X
X
X
X
X
X
X
X
X
X
X
X
X
13 C
43 9
3 43
X
X
X
X
X
X
X
X
X
X
X
X
12 E
42 2
4 42
X
X
X
X
X
X
6 *
41 4
3 41
X
X
X
X
X
X
X
7 *
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
40 3
3 40
X
X
X
X
X
X
6 *
%
O
v
e
r

P
a
c
e
:
14 %
26 %
17 %
39 0
1 39
X
1 38
3 4
38 X
X
X
X
X
X
X
7 %
I
n

P
a
c
e
:
76 %
72 %
72 %
37 0
0 37
0 36
1 0
36 X
1 %
U
n
d
e
r

P
a
c
e
:
10 %
2%
11 %
35 1
1 35
X
X
2 34
0 0
34 0
Av
e
r
a
g
e

S
p
e
e
d
:
45 MP
H
46 MP
H
45 MP
H
33 0
0 33
0 32
0 0
32 0
Pa
c
e

S
p
e
e
d
:
40 -

4 9
MP
H
38 -

4 7
MP
H
40 -

4 9
MP
H
31 0
0 31
0 30
0 0
30 0
29 0
0 29
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
40 M
P
H
40 M
P
H
40 M
P
H
28 0
0 28
0 27
0 0
27 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
44 M
P
H
44 M
P
H
44 M
P
H
26 0
0 26
0 25
0 0
25 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
49 M
P
H
53 M
P
H
50 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/8
/
2 3
15-183

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Plu
m
l
e
y

R
o
a
d
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Ge
r
a
l
d

F
o
r
d

D
r
i
v
e

D
i
n
a
h

S
h
o
r
e

D
r
i
v
e
52 0
0 52
0 51
0 0
51 0
50 0
0 50
0 W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
0 47
0 Da
t
e
:
46 0
0 46
0 45
1 1
45 X
X
2 44
1 1
44 X
X
2 Tim
e
43 0
1 43
X
1 Fr
o
m
:
12 :
2 0
42 0
0 42
0 41
3 1
41 X
X
X
X
4 Tim
e
40 2
2 40
X
X
X
X
4 To
:
12 :
4 5
39 3
0 39
X
X
X
3 *
38 4
3 38
X
X
X
X
X
X
X
7 *
Ex
i
s
t
i
n
g
37 7
1 37
X
X
X
X
X
X
X
X
8 *
Sp
e
e
d

L
i
m
i
t
:
35 MP
H

36 3
4 36
X
X
X
X
X
X
X
7 P
35 2
5 35
X
X
X
X
X
X
X
7 A
34 8
2 34
X
X
X
X
X
X
X
X
X
X
10 C
33 3
9 33
X
X
X
X
X
X
X
X
X
X
X
X
12 E
32 6
3 32
X
X
X
X
X
X
X
X
X
9 *
31 2
5 31
X
X
X
X
X
X
X
7 *
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 2
3 30
X
X
X
X
X
5 *
%
O
v
e
r

P
a
c
e
:
4%
12 %
13 %
29 1
2 29
X
X
X
3 28
1 1
28 X
X
2 %
I
n

P
a
c
e
:
82 %
74 %
75 %
27 1
3 27
X
X
X
X
4 26
0 0
26 0
%
U
n
d
e
r

P
a
c
e
:
14 %
14 %
12 %
25 0
1 25
X
1 24
0 2
24 X
X
2 Av
e
r
a
g
e

S
p
e
e
d
:
35 MP
H
33 MP
H
34 MP
H
23 0
0 23
0 22
0 0
22 0
Pa
c
e

S
p
e
e
d
:
32 -

4 1
MP
H
29 -

3 8
MP
H
30 -

3 9
MP
H
21 0
0 21
0 20
0 0
20 0
19 0
0 19
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
32 M
P
H
29 M
P
H
30 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
35 M
P
H
33 M
P
H
34 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
39 M
P
H
38 M
P
H
39 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/9
/
2 3
15-184

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Ra
m
o
n

R
o
a
d
75 0
0 75
0 74
0 0
74 0
73 0
0 73
0 Be
t
w
e
e
n
:

V
a
l
l

R
o
a
d

L
o
s

A
l
a
m
o
s

R
o
a
d
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 1
68 X
1 67
0 1
67 X
1 Da
t
e
:
66 0
1 66
X
1 65
0 0
65 0
64 0
2 64
X
X
2 Tim
e
63 3
3 63
X
X
X
X
X
X
6 Fr
o
m
:
9:5
0 62
1 1
62 X
X
2 61
0 3
61 X
X
X
3 Tim
e
60 2
1 60
X
X
X
3 To
:
10 :
1 0
59 1
3 59
X
X
X
X
4 58
2 1
58 X
X
X
3 Ex
i
s
t
i
n
g
57 2
2 57
X
X
X
X
4 *
Sp
e
e
d

L
i
m
i
t
:
55 MP
H

56 2
1 56
X
X
X
3 *
55 2
5 55
X
X
X
X
X
X
X
7 *
54 5
3 54
X
X
X
X
X
X
X
X
8 P
53 3
2 53
X
X
X
X
X
5 A
52 5
3 52
X
X
X
X
X
X
X
X
8 C
51 5
3 51
X
X
X
X
X
X
X
X
8 E
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 1
2 50
X
X
X
3 *
%
O
v
e
r

P
a
c
e
:
14 %
34 %
26 %
49 4
3 49
X
X
X
X
X
X
X
7 *
48 0
4 48
X
X
X
X
4 *
%
I
n

P
a
c
e
:
62 %
56 %
57 %
47 2
2 47
X
X
X
X
4 46
2 1
46 X
X
X
3 %
U
n
d
e
r

P
a
c
e
:
24 %
10 %
17 %
45 1
1 45
X
X
2 44
2 0
44 X
X
2 Av
e
r
a
g
e

S
p
e
e
d
:
52 MP
H
55 MP
H
53 MP
H
43 0
1 43
X
1 42
2 0
42 X
X
2 Pa
c
e

S
p
e
e
d
:
49 -

5 8
MP
H
48 -

5 7
MP
H
48 -

5 7
MP
H
41 2
0 41
X
X
2 40
0 0
40 0
39 1
0 39
X
1 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
45 M
P
H
48 M
P
H
47 M
P
H
38 0
0 38
0 37
0 0
37 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
52 M
P
H
55 M
P
H
53 M
P
H
36 0
0 36
0 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
58 M
P
H
63 M
P
H
61 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/8
/
2 3
15-185

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Ra
m
o
n

R
o
a
d
75 0
0 75
0 74
0 0
74 0
73 0
0 73
0 Be
t
w
e
e
n
:

Lo
s

A
l
a
m
o
s

R
o
a
d

B
o
b

H
o
p
e

D
r
i
v
e
72 0
0 72
0 71
0 0
71 0
70 0
0 70
0 W
e
a
t
h
e
r
:

Cle
a
r
69 0
0 69
0 68
0 0
68 0
67 1
0 67
X
1 Da
t
e
:
66 1
1 66
X
X
2 65
0 3
65 X
X
X
3 64
1 2
64 X
X
X
3 Tim
e
63 1
1 63
X
X
2 Fr
o
m
:
11 :
0 0
62 0
4 62
X
X
X
X
4 61
4 2
61 X
X
X
X
X
X
6 Tim
e
60 0
2 60
X
X
2 To
:
11 :
2 0
59 1
2 59
X
X
X
3 58
5 1
58 X
X
X
X
X
X
6 *
Ex
i
s
t
i
n
g
57 3
2 57
X
X
X
X
X
5 *
Sp
e
e
d

L
i
m
i
t
:
55 MP
H

56 2
0 56
X
X
2 *
55 4
2 55
X
X
X
X
X
X
6 P
54 4
1 54
X
X
X
X
X
5 A
53 5
3 53
X
X
X
X
X
X
X
X
8 C
52 2
5 52
X
X
X
X
X
X
X
7 E
51 4
1 51
X
X
X
X
X
5 *
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
50 4
6 50
X
X
X
X
X
X
X
X
X
X
10 *
%
O
v
e
r

P
a
c
e
:
18 %
36 %
26 %
49 3
4 49
X
X
X
X
X
X
X
7 *
48 2
2 48
X
X
X
X
4 %
I
n

P
a
c
e
:
72 %
52 %
61 %
47 0
0 47
0 46
1 2
46 X
X
X
3 %
U
n
d
e
r

P
a
c
e
:
10 %
12 %
13 %
45 1
2 45
X
X
X
3 44
0 0
44 0
Av
e
r
a
g
e

S
p
e
e
d
:
54 MP
H
55 MP
H
54 MP
H
43 0
1 43
X
1 42
0 1
42 X
1 Pa
c
e

S
p
e
e
d
:
49 -

5 8
MP
H
48 -

5 7
MP
H
49 -

5 8
MP
H
41 1
0 41
X
1 40
0 0
40 0
39 0
0 39
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
49 M
P
H
48 M
P
H
49 M
P
H
38 0
0 38
0 37
0 0
37 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
54 M
P
H
53 M
P
H
53 M
P
H
36 0
0 36
0 35
0 0
35 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
61 M
P
H
62 M
P
H
61 M
P
H
34 0
0 34
0 33
0 0
33 0
32 0
0 32
0 31
0 0
31 0
30 0
0 30
0 29
0 0
29 0
28 0
0 28
0 27
0 0
27 0
26 0
0 26
0 25
0 0
25 0
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/8
/
2 3
15-186

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Ra
m
o
n

R
o
a
d
65 0
0 65
0 64
0 0
64 0
63 0
0 63
0 Be
t
w
e
e
n
:

Bo
b

H
o
p
e

D
r
i
v
e

I
n
t
e
r
s
t
a
t
e

1 0
62 0
0 62
0 61
0 0
61 0
60 0
0 60
0 W
e
a
t
h
e
r
:

Cle
a
r
59 0
0 59
0 58
0 0
58 0
57 0
0 57
0 Da
t
e
:
56 0
0 56
0 55
0 0
55 0
54 0
0 54
0 Tim
e
53 1
0 53
X
1 Fr
o
m
:
11 :
2 0
52 1
0 52
X
1 51
1 2
51 X
X
X
3 Tim
e
50 1
1 50
X
X
2 To
:
11 :
4 0
49 1
1 49
X
X
2 48
0 3
48 X
X
X
3 Ex
i
s
t
i
n
g
47 4
1 47
X
X
X
X
X
5 Sp
e
e
d

L
i
m
i
t
:
45 MP
H
46 1
4 46
X
X
X
X
X
5 *
45 1
2 45
X
X
X
3 *
44 6
1 44
X
X
X
X
X
X
X
7 *
43 4
2 43
X
X
X
X
X
X
6 P
42 5
4 42
X
X
X
X
X
X
X
X
X
9 A
41 2
9 41
X
X
X
X
X
X
X
X
X
X
X
11 C
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
40 1
2 40
X
X
X
3 E
%
O
v
e
r

P
a
c
e
:
22 %
16 %
17 %
39 1
5 39
X
X
X
X
X
X
6 *
38 1
2 38
X
X
X
3 *
%
I
n

P
a
c
e
:
62 %
70 %
63 %
37 6
4 37
X
X
X
X
X
X
X
X
X
X
10 *
36 2
2 36
X
X
X
X
4 %
U
n
d
e
r

P
a
c
e
:
16 %
14 %
20 %
35 3
1 35
X
X
X
X
4 34
3 1
34 X
X
X
X
4 Av
e
r
a
g
e

S
p
e
e
d
:
41 MP
H
41 MP
H
41 MP
H
33 4
1 33
X
X
X
X
X
5 32
0 1
32 X
1 Pa
c
e

S
p
e
e
d
:
35 -

4 4
MP
H
37 -

4 6
MP
H
37 -

4 6
MP
H
31 0
1 31
X
1 30
0 0
30 0
29 0
0 29
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
34 M
P
H
37 M
P
H
35 M
P
H
28 1
0 28
X
1 27
0 0
27 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
42 M
P
H
41 M
P
H
41 M
P
H
26 0
0 26
0 25
0 0
25 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
47 M
P
H
47 M
P
H
47 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0
Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/8
/
2 3
15-187

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Sa
h
a
r
a

R
o
a
d
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Mi
r
a
g
e

R
o
a
d

M
a
g
n
e
s
i
a

F
a
l
l
s

D
r
i
v
e
52 0
0 52
0 51
0 0
51 0
50 0
0 50
0 W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
0 47
0 Da
t
e
:
46 0
0 46
0 45
0 0
45 0
44 0
0 44
0 Tim
e
43 0
0 43
0 Fr
o
m
:
9:0
0 42
0 0
42 0
41 0
0 41
0 Tim
e
40 1
0 40
X
1 To
:
12 :
2 5
39 2
1 39
X
X
X
3 38
0 1
38 X
1 Ex
i
s
t
i
n
g
37 0
0 37
0 Sp
e
e
d

L
i
m
i
t
:
30 MP
H

36 1
2 36
X
X
X
3 *
35 2
1 35
X
X
X
3 *
34 1
3 34
X
X
X
X
4 *
33 7
2 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 1
1 31
X
X
2 C
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 1
4 30
X
X
X
X
X
5 E
%
O
v
e
r

P
a
c
e
:
12 %
8%
10 %
29 1
2 29
X
X
X
3 *
28 4
2 28
X
X
X
X
X
X
6 *
%
I
n

P
a
c
e
:
88 %
84 %
86 %
27 1
0 27
X
1 *
26 0
1 26
X
1 %
U
n
d
e
r

P
a
c
e
:
0%
8%
4%
25 0
1 25
X
1 24
0 0
24 0
Av
e
r
a
g
e

S
p
e
e
d
:
33 MP
H
32 MP
H
32 MP
H
23 0
0 23
0 22
0 0
22 0
Pa
c
e

S
p
e
e
d
:
27 -

3 6
MP
H
28 -

3 7
MP
H
27 -

3 6
MP
H
21 0
0 21
0 20
0 0
20 0
19 0
0 19
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
28 M
P
H
28 M
P
H
28 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
33 M
P
H
32 M
P
H
32 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
36 M
P
H
36 M
P
H
36 M
P
H
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
To
t
a
l
25 2
5 GR
A
N
D

T
O
T
A
L
S
50 Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/9
/
2 3
15-188

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Sa
n

J
a
c
i
n
t
o

D
r
i
v
e
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Ra
n
c
h
o

L
a
s

P
a
l
m
a
s

R
a
n
c
h
o

M
i
r
a
g
e

C
o
m
m
u
n
i
t
y

P
a
r
k
52 0
0 52
0 51
0 0
51 0
50 0
0 50
0 W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
0 47
0 Da
t
e
:
46 0
0 46
0 45
0 0
45 0
44 0
0 44
0 Tim
e
43 0
1 43
X
1 Fr
o
m
:
11 :
4 5
42 1
0 42
X
1 41
0 0
41 0
Tim
e
40 0
2 40
X
X
2 To
:
12 :
3 0
39 1
1 39
X
X
2 38
0 0
38 0
Ex
i
s
t
i
n
g
37 5
4 37
X
X
X
X
X
X
X
X
X
9 *
Sp
e
e
d

L
i
m
i
t
:
30 MP
H

36 2
3 36
X
X
X
X
X
5 *
35 5
2 35
X
X
X
X
X
X
X
7 *
34 6
2 34
X
X
X
X
X
X
X
X
8 P
33 5
2 33
X
X
X
X
X
X
X
7 A
32 5
4 32
X
X
X
X
X
X
X
X
X
9 C
31 2
2 31
X
X
X
X
4 E
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 6
4 30
X
X
X
X
X
X
X
X
X
X
10 *
%
O
v
e
r

P
a
c
e
:
4%
8%
6%
29 2
7 29
X
X
X
X
X
X
X
X
X
9 *
28 1
2 28
X
X
X
3 *
%
I
n

P
a
c
e
:
78 %
64 %
71 %
27 1
3 27
X
X
X
X
4 26
4 3
26 X
X
X
X
X
X
X
7 %
U
n
d
e
r

P
a
c
e
:
18 %
28 %
23 %
25 0
0 25
0 24
0 5
24 X
X
X
X
X
5 Av
e
r
a
g
e

S
p
e
e
d
:
32 MP
H
31 MP
H
31 MP
H
23 1
1 23
X
X
2 22
1 1
22 X
X
2 Pa
c
e

S
p
e
e
d
:
28 -

3 7
MP
H
28 -

3 7
MP
H
21 1
1 21
X
X
2 20
1 0
20 X
1 19
0 0
19 0
15 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
26 M
P
H
24 M
P
H
26 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
32 M
P
H
30 M
P
H
32 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
36 M
P
H
37 M
P
H
37 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
0 /
2 3
15-189

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Sa
n

J
a
c
i
n
t
o

D
r
i
v
e
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Ra
n
c
h
o

M
i
r
a
g
e

C
o
m
m
u
n
i
t
y

P
a
r
k

H
i
g
h
w
a
y

1 1
1 52
0 0
52 0
51 0
0 51
0 50
0 0
50 0
W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
0 47
0 Da
t
e
:
46 0
0 46
0 45
0 0
45 0
44 1
0 44
X
1 Tim
e
43 0
0 43
0 Fr
o
m
:
12 :
3 0
42 0
0 42
0 41
0 0
41 0
Tim
e
40 1
0 40
X
1 To
:
1:3
5 39
1 0
39 X
1 38
1 0
38 X
1 Ex
i
s
t
i
n
g
37 2
2 37
X
X
X
X
4 Sp
e
e
d

L
i
m
i
t
:
30 MP
H

36 0
1 36
X
1 35
2 1
35 X
X
X
3 34
0 1
34 X
1 33
0 3
33 X
X
X
3 *
32 2
3 32
X
X
X
X
X
5 *
31 3
4 31
X
X
X
X
X
X
X
7 *
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 4
1 30
X
X
X
X
X
5 P
%
O
v
e
r

P
a
c
e
:
32 %
16 %
26 %
29 1
0 29
X
1 A
28 2
2 28
X
X
X
X
4 C
%
I
n

P
a
c
e
:
68 %
76 %
72 %
27 0
2 27
X
X
2 E
26 2
1 26
X
X
X
3 *
%
U
n
d
e
r

P
a
c
e
:
0%
8%
2%
25 2
2 25
X
X
X
X
4 *
24 1
1 24
X
X
2 *
Av
e
r
a
g
e

S
p
e
e
d
:
32 MP
H
30 MP
H
31 MP
H
23 0
0 23
0 22
0 1
22 X
1 Pa
c
e

S
p
e
e
d
:
24 -

3 3
MP
H
25 -

3 4
MP
H
24 -

3 3
MP
H
21 0
0 21
0 20
0 0
20 0
19 0
0 19
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
26 M
P
H
25 M
P
H
26 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
31 M
P
H
31 M
P
H
31 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
38 M
P
H
35 M
P
H
37 M
P
H
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
To
t
a
l
25 2
5 GR
A
N
D

T
O
T
A
L
S
50 Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
0 /
2 3
15-190

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Su
n
n
y

L
a
n
e
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

V
a
l
l

D
r
i
v
e

P
a
l
m

V
i
e
w

R
o
a
d
52 0
0 52
0 51
0 0
51 0
50 0
0 50
0 W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
1 47
X
1 Da
t
e
:
46 0
2 46
X
X
2 45
0 1
45 X
1 44
0 3
44 X
X
X
3 Tim
e
43 0
0 43
0 Fr
o
m
:
11 :
3 0
42 0
1 42
X
1 41
3 1
41 X
X
X
X
4 *
Tim
e
40 2
0 40
X
X
2 *
To
:
12 :
3 0
39 0
0 39
0 *
38 4
2 38
X
X
X
X
X
X
6 P
Ex
i
s
t
i
n
g
37 4
4 37
X
X
X
X
X
X
X
X
8 A
Sp
e
e
d

L
i
m
i
t
:
30 MP
H

36 1
3 36
X
X
X
X
4 C
35 4
1 35
X
X
X
X
X
5 E
34 2
3 34
X
X
X
X
X
5 *
33 2
1 33
X
X
X
3 *
32 2
2 32
X
X
X
X
4 *
31 3
0 31
X
X
X
3 Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 0
0 30
0 %
O
v
e
r

P
a
c
e
:
0%
29 %
13 %
29 2
0 29
X
X
2 28
0 1
28 X
1 %
I
n

P
a
c
e
:
75 %
61 %
68 %
27 0
0 27
0 26
1 1
26 X
X
2 %
U
n
d
e
r

P
a
c
e
:
25 %
11 %
18 %
25 0
1 25
X
1 24
1 0
24 X
1 Av
e
r
a
g
e

S
p
e
e
d
:
34 MP
H
37 MP
H
36 MP
H
23 1
0 23
X
1 22
0 0
22 0
Pa
c
e

S
p
e
e
d
:
32 -

4 1
MP
H
32 -

4 1
MP
H
21 0
0 21
0 20
0 0
20 0
19 0
0 19
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
29 M
P
H
32 M
P
H
31 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
35 M
P
H
37 M
P
H
36 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
40 M
P
H
44 M
P
H
41 M
P
H
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
To
t
a
l
32 2
8 GR
A
N
D

T
O
T
A
L
S
60 Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
6 /
2 3
15-191

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Su
n
n
y

L
a
n
e
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Pa
l
m

V
i
e
w

R
o
a
d

L
o
s

R
e
y
e
s

D
r
i
v
e
52 0
0 52
0 51
0 0
51 0
50 0
0 50
0 W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
0 47
0 Da
t
e
:
46 0
0 46
0 45
0 0
45 0
44 0
1 44
X
1 Tim
e
43 0
0 43
0 Fr
o
m
:
9:0
0 42
0 2
42 X
X
2 41
0 0
41 0
Tim
e
40 0
0 40
0 To
:
10 :
1 5
39 0
3 39
X
X
X
3 38
1 1
38 X
X
2 Ex
i
s
t
i
n
g
37 0
1 37
X
1 Sp
e
e
d

L
i
m
i
t
:
30 MP
H

36 2
1 36
X
X
X
3 35
3 1
35 X
X
X
X
4 34
2 3
34 X
X
X
X
X
5 *
33 3
8 33
X
X
X
X
X
X
X
X
X
X
X
11 *
32 2
5 32
X
X
X
X
X
X
X
7 *
31 5
2 31
X
X
X
X
X
X
X
7 P
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 6
2 30
X
X
X
X
X
X
X
X
8 A
%
O
v
e
r

P
a
c
e
:
12 %
20 %
16 %
29 4
4 29
X
X
X
X
X
X
X
X
8 C
28 6
4 28
X
X
X
X
X
X
X
X
X
X
10 E
%
I
n

P
a
c
e
:
78 %
68 %
73 %
27 4
1 27
X
X
X
X
X
5 *
26 2
3 26
X
X
X
X
X
5 *
%
U
n
d
e
r

P
a
c
e
:
10 %
12 %
11 %
25 5
2 25
X
X
X
X
X
X
X
7 *
24 1
2 24
X
X
X
3 Av
e
r
a
g
e

S
p
e
e
d
:
29 MP
H
31 MP
H
30 MP
H
23 2
2 23
X
X
X
X
4 22
2 0
22 X
X
2 Pa
c
e

S
p
e
e
d
:
25 -

3 4
MP
H
25 -

3 4
MP
H
21 0
0 21
0 20
0 2
20 X
X
2 19
0 0
19 0
15 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
25 M
P
H
25 M
P
H
25 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
29 M
P
H
32 M
P
H
30 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
34 M
P
H
37 M
P
H
35 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
6 /
2 3
15-192

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Th
o
m
p
s
o
n

R
o
a
d
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Fra
n
k

S
i
n
a
t
r
a

D
r
i
v
e

L
a

P
a
z

R
o
a
d
52 0
0 52
0 51
0 0
51 0
50 0
0 50
0 W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
0 47
0 Da
t
e
:
46 0
0 46
0 45
0 0
45 0
44 0
0 44
0 Tim
e
43 0
0 43
0 Fr
o
m
:
9:4
5 42
1 0
42 X
1 41
0 1
41 X
1 Tim
e
40 0
0 40
0 To
:
10 :
4 5
39 1
1 39
X
X
2 38
1 1
38 X
X
2 Ex
i
s
t
i
n
g
37 2
2 37
X
X
X
X
4 Sp
e
e
d

L
i
m
i
t
:
30 MP
H

36 3
1 36
X
X
X
X
4 *
35 3
2 35
X
X
X
X
X
5 *
34 3
3 34
X
X
X
X
X
X
6 *
33 2
6 33
X
X
X
X
X
X
X
X
8 P
32 1
5 32
X
X
X
X
X
X
6 A
31 8
6 31
X
X
X
X
X
X
X
X
X
X
X
X
X
X
14 C
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 7
3 30
X
X
X
X
X
X
X
X
X
X
10 E
%
O
v
e
r

P
a
c
e
:
10 %
6%
10 %
29 4
3 29
X
X
X
X
X
X
X
7 *
28 5
5 28
X
X
X
X
X
X
X
X
X
X
10 *
%
I
n

P
a
c
e
:
78 %
72 %
75 %
27 3
2 27
X
X
X
X
X
5 *
26 1
1 26
X
X
2 %
U
n
d
e
r

P
a
c
e
:
12 %
22 %
15 %
25 1
2 25
X
X
X
3 24
2 0
24 X
X
2 Av
e
r
a
g
e

S
p
e
e
d
:
31 MP
H
31 MP
H
31 MP
H
23 2
3 23
X
X
X
X
X
5 22
0 2
22 X
X
2 Pa
c
e

S
p
e
e
d
:
27 -

3 6
MP
H
28 -

3 7
MP
H
27 -

3 6
MP
H
21 0
1 21
X
1 20
0 0
20 0
19 0
0 19
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
27 M
P
H
25 M
P
H
26 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
30 M
P
H
31 M
P
H
31 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
36 M
P
H
35 M
P
H
35 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
0 /
2 3
15-193

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Ta
m
a
r
i
s
k

L
a
n
e
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Pa
l
m

V
i
e
w

R
o
a
d

L
o
s

R
e
y
e
s

D
r
i
v
e
52 0
0 52
0 51
0 0
51 0
50 0
0 50
0 W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 0
0 47
0 Da
t
e
:
46 0
0 46
0 45
0 0
45 0
44 0
0 44
0 Tim
e
43 0
0 43
0 Fr
o
m
:
10 :
1 5
42 0
1 42
X
1 41
4 0
41 X
X
X
X
4 Tim
e
40 1
0 40
X
1 To
:
12 :
3 0
39 2
1 39
X
X
X
3 38
3 4
38 X
X
X
X
X
X
X
7 Ex
i
s
t
i
n
g
37 1
0 37
X
1 Sp
e
e
d

L
i
m
i
t
:
30 MP
H

36 4
4 36
X
X
X
X
X
X
X
X
8 35
2 0
35 X
X
2 34
4 4
34 X
X
X
X
X
X
X
X
8 *
33 2
4 33
X
X
X
X
X
X
6 *
32 1
4 32
X
X
X
X
X
5 *
31 3
5 31
X
X
X
X
X
X
X
X
8 P
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 3
2 30
X
X
X
X
X
5 A
%
O
v
e
r

P
a
c
e
:
22 %
20 %
27 %
29 4
6 29
X
X
X
X
X
X
X
X
X
X
10 C
28 3
3 28
X
X
X
X
X
X
6 E
%
I
n

P
a
c
e
:
56 %
74 %
65 %
27 2
3 27
X
X
X
X
X
5 *
26 2
2 26
X
X
X
X
4 *
%
U
n
d
e
r

P
a
c
e
:
22 %
6%
8%
25 4
4 25
X
X
X
X
X
X
X
X
8 *
24 1
1 24
X
X
2 Av
e
r
a
g
e

S
p
e
e
d
:
32 MP
H
31 MP
H
31 MP
H
23 2
2 23
X
X
X
X
4 22
2 0
22 X
X
2 Pa
c
e

S
p
e
e
d
:
27 -

3 6
MP
H
25 -

3 4
MP
H
25 -

3 4
MP
H
21 0
0 21
0 20
0 0
20 0
19 0
0 19
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
25 M
P
H
26 M
P
H
25 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
31 M
P
H
31 M
P
H
31 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
38 M
P
H
36 M
P
H
38 M
P
H
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
To
t
a
l
50 5
0 GR
A
N
D

T
O
T
A
L
S
10 0

Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
6 /
2 3
15-194

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

E
B

W
B
VE
H
.

Lo
c
a
t
i
o
n
:

Ve
r
b
e
n
i
a

R
o
a
d
65 0
0 65
0 64
0 0
64 0
63 0
0 63
0 Be
t
w
e
e
n
:

Ch
o
l
l
a

L
a
n
e

M
o
n
t
e
r
e
y

A
v
e
n
u
e
62 0
0 62
0 61
0 0
61 0
60 0
0 60
0 W
e
a
t
h
e
r
:

Cle
a
r
59 0
0 59
0 58
0 0
58 0
57 0
0 57
0 Da
t
e
:
56 0
0 56
0 55
0 0
55 0
54 0
0 54
0 Tim
e
53 2
0 53
X
X
2 Fr
o
m
:
1:3
5 52
2 0
52 X
X
2 51
1 0
51 X
1 Tim
e
50 1
0 50
X
1 To
:
4:0
0 49
2 0
49 X
X
2 48
0 0
48 0
Ex
i
s
t
i
n
g
47 0
0 47
0 Sp
e
e
d

L
i
m
i
t
:
40 MP
H

46 0
0 46
0 45
1 3
45 X
X
X
X
4 44
0 1
44 X
1 43
1 1
43 X
X
2 42
1 2
42 X
X
X
3 41
2 1
41 X
X
X
3 *
Ea
s
t
b
o
u
n
d
W
e
s
t
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
40 2
4 40
X
X
X
X
X
X
6 *
%
O
v
e
r

P
a
c
e
:
35 %
28 %
35 %
39 1
1 39
X
X
2 *
38 0
1 38
X
1 P
%
I
n

P
a
c
e
:
42 %
68 %
55 %
37 0
1 37
X
1 A
36 2
0 36
X
X
2 C
%
U
n
d
e
r

P
a
c
e
:
23 %
4%
10 %
35 2
3 35
X
X
X
X
X
5 E
34 0
1 34
X
1 *
Av
e
r
a
g
e

S
p
e
e
d
:
41 MP
H
38 MP
H
39 MP
H
33 1
1 33
X
X
2 *
32 1
4 32
X
X
X
X
X
5 *
Pa
c
e

S
p
e
e
d
:
35 -

4 4
MP
H
32 -

4 1
MP
H
32 -

4 1
MP
H
31 0
0 31
0 30
3 0
30 X
X
X
3 29
0 1
29 X
1 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
30 M
P
H
32 M
P
H
32 M
P
H
28 0
0 28
0 27
1 0
27 X
1 50
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
40 M
P
H
39 M
P
H
40 M
P
H
26 0
0 26
0 25
0 0
25 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
52 M
P
H
44 M
P
H
49 M
P
H
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
To
t
a
l
26 2
5 GR
A
N
D

T
O
T
A
L
S
51 Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
Ea
s
t
b
o
u
n
d
We
s
t
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
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2 3
15-195

MP
H
Ve
h
i
c
l
e
s

S
u
r
v
e
y
e
d
TO
T
.

Sp
e
e
d

N
B

S
B
VE
H
.

Lo
c
a
t
i
o
n
:

Vis
t
a

D
u
n
e
s

R
o
a
d
55 0
0 55
0 54
0 0
54 0
53 0
0 53
0 Be
t
w
e
e
n
:

Fra
n
k

S
i
n
a
t
r
a

D
r
i
v
e

S
o
u
t
h

C
u
l
-
D
e
-
S
a
c
52 0
0 52
0 51
0 0
51 0
50 1
0 50
X
1 W
e
a
t
h
e
r
:

Cle
a
r
49 0
0 49
0 48
0 0
48 0
47 2
0 47
X
X
2 Da
t
e
:
46 1
0 46
X
1 45
1 1
45 X
X
2 44
1 0
44 X
1 Tim
e
43 1
0 43
X
1 Fr
o
m
:
12 :
2 5
42 1
3 42
X
X
X
X
4 41
2 1
41 X
X
X
3 Tim
e
40 1
0 40
X
1 To
:
2:0
0 39
0 1
39 X
1 *
38 2
0 38
X
X
2 *
Ex
i
s
t
i
n
g
37 3
2 37
X
X
X
X
X
5 *
Sp
e
e
d

L
i
m
i
t
:
25 MP
H

36 0
3 36
X
X
X
3 P
35 2
4 35
X
X
X
X
X
X
6 A
34 1
4 34
X
X
X
X
X
5 C
33 3
0 33
X
X
X
3 E
32 0
4 32
X
X
X
X
4 *
31 2
1 31
X
X
X
3 *
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Co
m
b
i
n
e
d

S
t
a
t
i
s
t
i
c
s
30 1
1 30
X
X
2 *
%
O
v
e
r

P
a
c
e
:
28 %
19 %
31 %
29 0
0 29
0 28
0 0
28 0
%
I
n

P
a
c
e
:
60 %
77 %
67 %
27 0
1 27
X
1 26
0 0
26 0
%
U
n
d
e
r

P
a
c
e
:
12 %
4%
2%
25 0
0 25
0 24
0 0
24 0
Av
e
r
a
g
e

S
p
e
e
d
:
39 MP
H
36 MP
H
37 MP
H
23 0
0 23
0 22
0 0
22 0
Pa
c
e

S
p
e
e
d
:
33 -

4 2
MP
H
30 -

3 9
MP
H
30 -

3 9
MP
H
21 0
0 21
0 20
0 0
20 0
19 0
0 19
0 15
t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
33 M
P
H
32 M
P
H
32 M
P
H
18 0
0 18
0 17
0 0
17 0
50 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
38 M
P
H
35 M
P
H
36 M
P
H
16 0
0 16
0 15
0 0
15 0
85 t
h

P
e
r
c
e
n
t
i
l
e

C
r
i
t
i
c
a
l

S
p
e
e
d
:
46 M
P
H
42 M
P
H
43 M
P
H
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
To
t
a
l
25 2
6 GR
A
N
D

T
O
T
A
L
S
51 Co
r
o
n
a
,

C
A

9 2
8 8
0 T 9
5 1
-
2 6
8 -
6 2
6 8

9 5
1 -
2 6
8 -
6 2
6 7
No
r
t
h
b
o
u
n
d
So
u
t
h
b
o
u
n
d
Ci
t
y

o
f

R
a
n
c
h
o

M
i
r
a
g
e
Ra
d
a
r

S
p
e
e
d

S
u
r
v
e
y
Ra
d
a
r

S
u
r
v
e
y

C
o
n
d
u
c
t
e
d

B
y
:

Co
u
n
t
s

U
n
l
i
m
i
t
e
d
,

I
n
c
.

B
o
x

1 1
7 8
8/1
7 /
2 3
15-196

Appendix E
24-Hour Machine Counts (ADT)
Traffic Volume Data

15-197

Page 1 ends

Rancho Mirage City CouncilJuly 18, 2024

Rancho Mirage City Council
July 18, 2024