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ORDINANCE 1674
ORDINANCE NO. 1674 AN ORDINANCE AMENDING EL SEGUNDO MUNICIPAL CODE SECTION 8-4-3 TO ADOPT AN ENGINEERING AND TRAFFIC SURVEY, AMEND EL SEGUNDO MUNICIPAL CODE § 8-4-3 TO MAINTAIN ASSOCIATED CITYWIDE SPEED LIMITS, AND FIND THAT THE ORDINANCE IS EXEMPT FROM THE REQUIREMENTS OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT PURSUANT TO CEQA GUIDELINES § 15061(13)(3) THE CITY COUNCIL DOES ORDAIN AS FOLLOWS: SECTION 1. Findings. The City Council finds and declares as follows: A. California Vehicle Code § 40802 requires that an engineering and traffic survey be conducted every seven years to establish or justify speed limits on streets and highways where enforcement involves the use of radar or other electronic devices which measure the speed of moving objects. B. In March 2025, the City engaged Garland and Associates to prepare its "City of El Segundo Engineering and Traffic Survey for Speed Zoning," (the "Survey"), and the City Council seeks to adopt the Survey. C. Vehicle Code § Section 22357 allows the City, by ordinance, to determine and declare a prima facie or maximum speed limit greater than 25 miles per hour in residential or business districts, with such declared speed limit to be effective when appropriate signs giving notice thereof are erected upon the street. D. Through this Ordinance, the City Council seeks to determine and maintain a prima facie or maximum speed limit greater than 25 miles per hour for certain City streets via amendment El Segundo Municipal Code ("ESMC") § 8-4-3, as described below. E. The City Council finds it in the public interest to amend § 8-4-3 to reflect those speed limits where the recommended speed limit deviates from the Vehicle Code prima facie speed limit of 25 miles per hour in residence or business districts. F. The modified speed limits in the Survey and this Ordinance are consistent with those limits in the prior 2019 City of El Segundo Engineering and Traffic Survey for Speed Zoning. SECTION 2. Survey Adoption. The City Council hereby approves and adopts the Survey, which is attached hereto as Exhibit "A" and incorporated herein by reference. ORDINANCE NO. 1674 PAGE 1 SECTION 3. Amendment. ESMC § 8-4-3 is amended in its entirety to read as follows: 8-4-3: SPECIAL SPEED ZONES: A. is hereby determined upon the basis of an engineering and traffic survey pursuant to Vehicle Code § 22357 that a speed greater than 25 miles per hour would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon the streets set forth in this section, and it is further determined that the speeds designated herein are appropriate to facilitate the orderly movement of traffic in a reasonable and safe manner. Alaska Avenue - Douglas Street to Aviation Boulevard 35 Apollo Street - Park Place to Rosecrans Avenue 30 Atwood Way - Nash Street to Douglas Street 35 Aviation Boulevard - 116th Street to El Segundo Boulevard 40 Aviation Boulevard - El Segundo Boulevard to Rosecrans Avenue 40 Continental Boulevard - Mariposa Avenue to El Segundo Boulevard 30 Douglas Street - Imperial Highway to Mariposa Avenue 40 Douglas Street - Mariposa Avenue to El Segundo Boulevard 40 Douglas Street - El Segundo Boulevard to Alaska Avenue 40 El Segundo Boulevard - Main Street to Center Street 35 El Segundo Boulevard - Center Street to Pacific Coast Highway 35 El Segundo Boulevard - Pacific Coast Highway to Douglas Street 40 El Segundo Boulevard - Douglas Street to Isis Avenue 40 Grand Avenue - Eucalyptus Drive to Center Street 35 Grand Avenue - Center Street to Pacific Coast Highway 35 Grand Avenue - Pacific Coast Highway to Duley Road 35 Hawaii Street - Alaska Avenue to Aviation Boulevard 35 Hughes Way - East of Pacific Coast Highway 40 Imperial Highway - Pacific Coast Highway to Aviation Boulevard 40 Lairport Street - Maple Avenue to Mariposa Avenue 35 Maple Avenue - Pacific Coast Highway to Nash Street 35 Mariposa Avenue - Pacific Coast Highway, to Douglas Street 40 Nash Street - Imperial Highway to Mariposa Avenue 35 Nash Street - Mariplosa Avenue to El Segundo Boulevard 35 Rosecrans Avenue — West City Limit to Bell Avenue 35 ORDINANCE NO. 1674 PAGE 2 B. Signal Regulation of Speed: The City Traffic Engineer is authorized to regulate the timing of traffic signals so as to permit the movement of traffic in an orderly and safe manner at speeds slightly at variance from the speeds otherwise applicable within the district or at intersections and shall erect appropriate signs giving notice thereof. SECTION 4. Environmental Assessment. The City Council finds that this Ordinance is not subject to the California Environmental Quality Act ("CEQA"), pursuant to Sections 15060(c)(2) (the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment) and 15060(c)(3) (the activity is not a project as defined in Section 15378) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential for resulting in physical change to the environment, directly or indirectly. In the alternative, the City Council finds that the Ordinance falls within the "common sense" exemption set forth in State CEQA Guidelines section 15061, subdivision (b)(3), which exempts activity from CEQA where "it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment." Here, it can be seen with certainty that there is no possibility that the Ordinance may have a significant effect on the environment because the subject matter only concerns use of adoption and enforcement of vehicular speed limits. SECTION 5. Severability. If any part of this Ordinance or its application is deemed invalid by a court of competent jurisdiction, the city council intends that such invalidity will not affect the effectiveness of the remaining provisions or applications and, to this end, the provisions of this Ordinance are severable.. SECTION 6. Repeal and Supersession. The City Council adopts this Ordinance with the specific intent of superseding any contrary regulation or administrative policy and procedure. Consequently, all regulations that conflict with this Ordinance are repealed. SECTION 7. Construction. This Ordinance must be broadly construed to achieve the purposes stated in this Ordinance. It is the City Council's intent that the provisions of this Ordinance be interpreted or implemented by the City and others in a manner that facilitates the purposes set forth in this Ordinance. ORDINANCE NO. 1674 PAGE 3 SECTION 8. Effective Date. This Ordinance shall become effective thirty (30) days after adoption. SECTION 9. Publication. The City Clerk is directed to certify the passage and adoption of this Ordinance causing it to be posted as required by law. PASSED AND ADOPTED this 1st day of July, 2025. ATTEST S n ro„ Ci irk APPROVED AS TO FORM B �M Y. Mark D. Hensley, City Attorney 11w &14�- ri�s Pimentel, Mayor ORDINANCE NO. 1674 PAGE 4 CERTIFICATION STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) SS CITY OF EL SEGUNDO ) I, Susan Truax, City Clerk of the City of El Segundo, California, do hereby certify that the whole number of members of the City Council of said City is five; that the foregoing Ordinance No. 1674 was duly introduced by said City Council at a regular meeting held on the 17t" day of June, 2025, and was duly passed, and adopted by said City Council, approved and signed by the Mayor, and attested to by the City Clerk, all at a regular meeting of said Council held on the 1st day of July, 2025, and the same was so passed and adopted by the following vote: AYES: Mayor Pimentel, Mayor Pro Tern Baldino, Council Member Boyles, Council Member Giroux and Council Member Keldorf NOES: None ABSENT: None ABSTAIN: None WITNESS MY HAND THE OFFICIAL SEAL OF SAID CITY this 1st day of July, 2025. S s n Truax, City Clerk of the City of El Segundo, California ORDINANCE NO. 1674 PAGE 5 EXHIBIT "A" 2025 EL SEGUNDO ENGINEERING AND TRAFFIC SURVEY FOR SPEED ZONING ORDINANCE NO. 1674 PAGE 6 EXHIBIT A CITY OF EL SEGUNO ENGINEERING AND TRAFFIC SURVEY FOR SPEED ZONING Prepared for CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT POLICE DEPARTMENT Prepared by GARLAND ASSOCIATES 16787 Beach Blvd., #234 Huntington Beach, CA 92647 714-330-8984 MARCH 2O25 TABLE OF CONTENTS I. Introduction II. Background III. Data Collection Methodology Vehicle Speeds Collision Statistics Highway, Traffic, and Roadside Conditions IV. Approach for Selecting Speed Limits V. Summary of Findings and Recommendations 1. Appendix A - Vehicle Speed Survey Sheets Appendix B - Collision Data LIST OF TABLES Recommended Speed Limits Page t 2 4 4 4 5 6 7 Pages 8to9 2. Speed Survey Data and Findings 10 to 24 I. INTRODUCTION Section 40802 of the California Vehicle Code (CVC) requires that an engineering and traffic survey be conducted every seven years to establish or justify speed limits on streets and highways where enforcement involves the use of radar or other electronic devices which measure the speed of moving objects. Without such a survey, the use of radar for speed limit enforcement would constitute a "speed trap," which is prohibited by Section 40801 of the CVC as an unacceptable enforcement procedure. This requirement does not apply to local streets and roads. This report summarizes the results of an engineering and traffic survey that was conducted by the City of El Segundo to justify the posted speed limits on the City's arterial and collector streets. According to the Vehicle Code, it is not necessary to conduct the survey on local streets as they automatically have a prima facie speed limit of 25 miles per hour. II.BACKGROUND An engineering and traffic survey, as defined in Section 627 of the California Vehicle Code, is "a survey of highway and traffic conditions in accordance with methods determined by the California Department of Transportation for use by state and local authorities." The survey shall include consideration of all of the following: 1) Prevailing speeds as determined by traffic engineering measurements. 2) Collision Records. 3) Highway, traffic, and roadside conditions not readily apparent to the driver.. The California Department of Transportation (Caltrans) has adopted a set of guidelines for conducting engineering and traffic surveys to be used to establish or justify speed limits on city through highways, arterials, and collector streets. These guidelines are documented in Section 2B.13 of the "California Manual on Uniform Traffic Control Devices" (CA MUTCD, State of California Department of Transportation, January 6, 2023). The practice of speed zoning (determining appropriate speed limits for each roadway segment) is based on the premise that a reasonable speed limit is one that conforms to the actual behavior of the majority of motorists, and that by measuring motorists' speeds, one will be able to select a speed limit that is both reasonable and effective. The first step in a speed zone survey, therefore, is to collect data on actual travel speeds on each roadway under consideration. The results of this speed survey are used to verify, increase, or decrease the existing speed limits or to establish new speed limits on streets that were not previously posted. The suggested guideline from the CA MUTCD is that the speed limit should be established at the nearest 5 mile per hour increment of the 85th percentile speed, which is the speed at or below 2 which 85 percent of the traffic is moving. The speed limit may be set at a level that is lower than the nearest 5 mph increment by exercising one of the following two options, as specified in the CA MUTCD and Section 22358.6 of the California Vehicle Code. Option 1 - For cases in which the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed. If the speed limit to be posted has had the 5 mph reduction applied, then an Engineering and Traffic Survey shall document in writing the conditions and justification for the lower speed limit and be approved by a registered Civil or Traffic Engineer. Option 2 - For cases in which the nearest 5 mph increment of the 851" percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used. In addition, Section 22358.8 of the California Vehicle Code states that a local authority may retain the currently adopted speed limit if that speed limit was established with an Engineering and Traffic Survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established that speed limit. The second component of a speed zone survey is a review of the available collision statistics. The CA MUCTD guidelines suggest that a two-year collision record for each roadway section should be analyzed to determine if there is an abnormally high rate of collisions. If so, then the speed limit should be reduced to a level below the 85th percentile value, as determined by judgment. The third consideration is the presence of any traffic conflicts or unusual traffic or roadside conditions which are not readily apparent to drivers. If such conditions are present, then the speed limit can justifiably be established at a speed lower than the 85th percentile speed. 3 III. DATA COLLECTION METHODOLOGY The methodologies used for collecting and assembling the speed, traffic, and other necessary information are described below: Vehicle Speeds Vehicle speed data were collected at 45 locations within the City, which generally represent the street segments designated in the City of El Segundo General Plan Circulation Element as major arterial, secondary arterial, and collector streets (with the exception of Pacific Coast Highway, which is a State of California highway and is, therefore, surveyed by Caltrans). The speed statistics were surveyed with a radar speed meter by a private company under contract to the City of El Segundo. All of the locations were surveyed in late 2024 and early 2025. While conducting the surveys, the observer was positioned on straight roadway segments as far away as possible from a stop sign, traffic signal, bump, or other obstruction and surveyed both directions of travel in an inconspicuous manner. Periods of congested peak traffic activity were avoided, as were unusual conditions such as rainy weather, fog, an accident, or heavy school - related activities. The guideline was to survey a sample of 100 vehicles at each location. Copies of the radar speed survey data sheets are provided in Appendix A. Collision Statistics As recommended in the CA MUTCD, a two-year history of collisions was reviewed as input for determining the appropriate speed limits. The City of El Segundo Police Department provided the collision statistics for this study. Data for the two-year period beginning January 1, 2022, and ending December 31, 2023, were used to determine the number of collisions along each street segment. The data represent the reported collisions that have occurred at locations throughout the City. El The collision rates (collisions per million vehicle -miles) were calculated for each street segment in the study area. The city-wide average collision rate is 1.37 collisions per million vehicle -mules (MVM). This rate was determined from 245 collisions over a two-year period on the City's 22.57 miles of streets that were included in this study. Collisions along Pacific Coast Highway and on local streets were not included in the total, except for collisions that occurred at intersections with streets included in this speed survey. A summary of the collision data is presented in Appendix B. Highway, Traffic, and Roadside Conditions Another component of the engineering and traffic survey is an analysis of the existing highway, traffic, and roadside conditions. The information in this category includes traffic volumes, geometric features, roadway alignment, parking conditions, driveway activity, school activity, pedestrian concentrations, parks, and visibility deficiencies. The sources for this information include traffic count data, maps and plans on file at the City's Public Works Department, and field reconnaissance. The objective of this analysis was to identify traffic conflicts and unusual conditions which are not readily apparent to the driver. If such unexpected conditions are present, then speed limits below the 85th percentile speed may be warranted. 5 IV. APPROACH FOR SELECTING SPEED LIMITS The information presented in Section III was used to determine the appropriate action to take regarding the speed limits on each street segment; i.e., whether to increase, decrease, or maintain the current speed limits. The approach for selecting the proper speed limit was to start with the 5 mile per hour increment nearest the 85th percentile speed, then determine if there should be a reduction based on the collision records or the presence of any unusual highway, traffic, or roadside conditions not readily apparent to a motorist. A higher than average collision rate and/or unique conditions are considered as justifications for decreasing the speed limits from the level preliminarily indicated by the speed survey. For this study, a roadway was considered to have a high collision rate if the collision rate exceeded 2.74 collisions per million vehicle miles, which is double the City's average collision rate. As a final aid to establishing realistic speed zones, the following practical considerations were considered: • Short speed zones should be avoided. • Speed zone changes should be coordinated with visible changes in roadway conditions or roadside development. Speed zoning should be coordinated between adjacent jurisdictions to assure compatibility„ The study described in the preceding pages is applicable to the non -state roadways in the City of El Segundo. Speed zoning studies have previously been performed by Caltrans for State Route 1 (Pacific Coast Highway). V. SUMMARY OF FINDINGS AND RECOMMENDATIONS Based on the data and the analysis guidelines presented in the previous sections, the recommended speed zones were developed, as summarized in Table 1. The streets are presented in alphabetical order. The last two columns in Table 1(under the "Speed Limit" heading) indicate the existing and recommended speed limits, respectively. The information used to develop the speed zones and the findings of the speed survey are summarized in Table 2. In summary, the recommendation of the study is as follows: Maintain the existing speed limits on all 45 street segments. It is not necessary to list a street segment in the Municipal Code if the segment is in a residence or business district and if the recommended speed limit is 25 mph because the California Vehicle Code sets the prima facie limit at 25 mph in these districts. The street segments listed in the El Segundo Municipal Code, therefore, reflect only the locations where the recommended speed limit deviates from the Vehicle Code prima facie speed limit. 7 TABLE 1 RECOMMENDED SPEED LIMITS Street and Segment Speed Limit mph) Existin Recommended Alaska Avenue - Douglas.Street to Aviation Boulevard 35 35 Allied Wa South oflz�ltes W y ..— . 25 25 Apollo Street — Park Place to Rosecrans Avenue 30 30 Atwood Wad Nash Street to l�ou�las Street 35 35 Aviation Boulevard — 11 "' Street to El Se undo Blvd 40 40 Aviation Boulevard:: E�urzdo Blvd to R osecrans Avenue 40 40 —. Center Street — Imperial Avenue to Mariposa Avenue 25 25 Center Street —Mari osa. Avenue to El Se undo Boulevard 25 25 Continental Boulevarq:: Mariggsa Ave to E1 Se undowBlvd 30 30 Dou l Street — lnroV l4l to Mari aosa Avenue 40 �.— 40 — Dou lad Street Ma,r 40 40 Dou las Street — EI Se undo BIvd to Alaska Avenue 40 40 ,._Douglas Street — Alaska Avenue to Rosecrans Avenue 25 25 .......� ........ _ _........_ El S ,undo Boulevard —Main Street to Center Street 35 ......... 35 El Se �uxtda Boulevard —Center Street to Pacific Coast lAwy 35 35 El 5 t o Boulevard —Pacific Coast 11� r to : 7.ou aas Street ..... _. 40 40 El Se wido Boulevard _., Douglas Street to Isis Avenue 40 40 Grand Avenue — West City Limit to Eaactltms Drive 25 25 Grand Avenue — Eucalyptus Drive to Center Street 35 35 Grand Avenue — Center Street to Pacific Coast ll�h ra 35 35 Grand Avenue — Pacific Coast l�h to Dule Road 35 35 Hawaii Street — Alaska Avenue to Aviation Blvd 35 35 HAW — East of Pacific Coast lli 1a_ 40 40 In er%al Avenue —Main Street to Center Street 25 25 ! erial Avenue —Center Street to Pacific Coast Hiji va 25 25 1n�Pcrtal i hwa Pacific Coast High a to Aviation Blvd _. ....,.. 40 40 ...... . _.... .....,.m .. Lairport Street— Maple Avenue to Mariposa Avenue 35 _ 35 Main Street- I! a to Mariposa. Avenue 25 25 Main Street —Mari osa Avenue to El Se unclo Blvd 25 25 Ma lc Avenue — Pacific Coast Hi photo Nash Street 35 35 Mari osa Avenue —Main Street to Center Street 25 25 Mariposa Avenue — Center Street to Pacific Coast jgl way 25 Mariposa Avenue— Pacific Coast 1 li lwa to Dou alas Street �25 40 40 Nash Street — lm erial l Ii lwwa to Mari posa Avenue 35 35 Nash Street — Maripc a Avenue to El Se do Blvd 35 35 Nash Street — Park Place to Rosecrans Avenue 25 25 ....... _— ..... ..--- ..... . ...... ........ Park Place — East of Pacific Coast Highway 25 .— ......... 25 Park Place — Nash Street to Douglas Street — 25 ..... 25 Rosecrans Avenue — West City Limit to Bell Avenue 35 35 Rosecrans Avenue — Bell Avenue to Pacific Coast ff !jj 45 45 Rosecrans Avenue — Pacific Coast l igifAy to Aviation Blvd 45 45 .... �Scl wStreet — lTIT rial 11i � a to Walnut Avenue 30 30 Utah Street — for las Street to Aviation Blvd 35 35 Vista del Mar — Grand Avenue to 45an Street 45 45 WalnutAvenuePacific CoastH _. 3030 ._ . _ TABLE 2 SPEED SURVEY DATA AND FINDINGS — MARCH 2O25 Collision 85th % Speed Limit Reason for Selecting ;went Rate* Speed Recommended Speed Limit Existing Recommended ALASKA AVENUE ation Blvd 1 4.15 1 39 1 35 ALLIED WAY Nay , 10.07 1 28 , 25 APOLLO STREET ecrans Avenue I 0.00 V 32 V 30 10 85t" percentile speed is 39 mph. 35 Speed limit rounded down to 35 mph per Option 2 because of a high collision ratc. 85th percentile speed is 28 mph. 25 Speed limit rounded down to 25 mph per Option 2 because of a high collision rate. 85th percentile speed is 32 mph. 30 Speed limit set at nearest 5 mph increment, which is 30 mph. ;ment iglas Street TABLE 2 SPEED SURVEY DATA AND FINDINGS — MARCH 2O25 Collision 85th % Speed Limit Rate* Speed Existing Recommended ATWOOD WAY 0.00 1 37 1 35 1 35 AVIATION BOULEVARD Reason for Selecting Recommended Speed Limit 85th percentile speed is 37 mph. Speed limit set at nearest 5 mph increment, which is 35 mph. 85th percentile speed is 42 mph. Segundo Blvd 0.96 42 40 40 Speed limit set at nearest 5 mph increment, which is 40 mph. 85th percentile speed is 44 mph. :o Rosecrans 0.64 44 40 40 Speed limit rounded down to 40 mph per Option 2 to maintain consistency with other segment. 11 TABLE 2 SPEED SURVEY DATA AND FINDINGS — MARCH 2O25 Collision 85th % Speed Limit Reason for Selecting ment Rate* Speed Existing Recommended Recommended Speed Limit CENTER STREET 85th percentile speed is 28 mph. o Mariposa Speed limit rounded down to 25 3.81 28 25 25 mph per Option 2 because this is a residential district with numerous driveways and a high collision rate. 85th percentile speed is 29 mph. Speed limit rounded down to 25 I Segundo 4.44 29 25 25 mph per Option 2 because this is a residential district with numerous driveways, a school, and a high collision rate. CONTINENTAL BOULEVARD 85th percentile speed is 33 mph. to El Segundo Speed limit is rounded down to 30 2.50 33 30 30 mph per Option 2 because of unexpected driveways & visibility constraints. 12 TABLE 2 SPEED SURVEY DATA AND FINDINGS — MARCH 2O25 Collision 85th % Speed Limit Reason for Selecting ;went Rate* Speed Existing Recommended Recommended Speed Limit DOUGLAS STREET 85th percentile speed is 44 mph. to Mariposa 1.48 44 40 40 Speed limit rounded down to 40 mph per Option 2 because of unexpected driveways & trucks. 85th percentile speed is 45 mph. to El Segundo 1.57 45 40 40 Speed limit reduced to 40 mph per Option 1 because of a school & to be consistent with other segments. 85" percentile speed is 44 mph. :o Alaska Speed limit rounded down to 40 0.83 44 40 40 mph per Option 2 because of unexpected driveways and a concentration of pedestrians. 85th percentile speed is 28 mph. Rosecrans Speed limit rounded down to 25 2.27 28 25 25 mph per Option 2 because of unexpected driveways and a concentration of pedestrians. 13 TABLE 2 SPEED SURVEY DATA AND FINDINGS — MARCH 2O25 ;ment Collision Rate* 85th % Speed Speed Limit Reason for Selecting Recommended Speed Limit Existing Recommended EL SEGUNDO BOULEVARD 85th percentile speed is 41 mph. The nearest 5 mph increment is 40 mph. Speed limit reduced by 5 mph to 35 iter Street 1.07 41 35 35 mph per Option 1 because of unexpected driveways & alleys, visibility constraints, pedestrian crossings, & truck activity. Icific Coast 85th percentile speed is 42 mph. 2.45 42 35 35 Speed limit reduced to 35 mph per Option 1 for same reasons as above. 85th percentile speed is 44 mph. hway to 0.98 44 40 40 Speed limit rounded down to 40 mph per Option 2 because of unexpected driveways and trucks. 85th percentile speed is 43 mph. Isis Avenue 1.19 43 40 40 Speed limit rounded down to 40 mph per Option 2 because of unexpected driveways and trucks. 14 TABLE 2 SPEED SURVEY DATA AND FINDINGS — MARCH 2O25 Collision 85th % Speed Limit Reason for Selecting ment Rate* Speed Existing I Recommended Recommended Speed Limit GRAND AVENUE 85th percentile speed is 29 mph. Eucalyptus Speed limit rounded down to 25 3.35 29 25 25 mph per Option 2 because this is a residential & commercial district with a high collision rate. 85th percentile speed is 39 mph. enter Street 3.86 39 35 35 Speed limit rounded down to 35 mph per Option 2 because of high collision rate. wific Coast 85th percentile speed is 37 mph. 0.66 37 35 35 Speed limit set at nearest 5 mph increment, which is 35 mph. 85th percentile speed is 38 mph. away to Duley 1.18 38 35 35 Speed limit rounded down to 35 mph per Option 2 to be consistent with other street segments. 15 TABLE 2 SPEED SURVEY DATA AND FINDINGS — MARCH 2O25 Collision 85th % Speed Limit Reason for Selecting ;went Rate* Speed Recommended Speed Limit Existing Recommended HAWAII STREET 85th percentile speed is 37 mph. Aviation Blvd 2.03 37 35 35 Speed limit set at nearest 5 mph increment, which is 35 mph. HUGHES WAY 85'h percentile speed is 43 inph. ast Highway 2.93 43 40 40 Speed limit rounded down to 40 mph because of high collision rate. 16 TABLE 2 SPEED SURVEY DATA AND FINDINGS — MARCH 2O25 Collision 85th % Speed Limit Reason for Selecting went Rate* Speed Existing i Recommended Recommended Speed Limit IMPERIAL AVENUE 85th percentile speed is 32 mph. The nearest 5 mph increment is 30 mph. Speed limit reduced by 5 mph to 25 iter Street 1.69 32 25 25 mph per Option I because this is a residential district with visibility constraints, unexpected driveways, and pedestrian activity. ccific Coast 1.57 32 25 25 Same as above. IMPERIAL HIGHWAY 85th percentile speed is 43 mph. sway to Speed limit rounded down to 40 1.08 43 40 40 mph per Option 2 because of visibility constraints and unexpected driveways. 17 TABLE 2 SPEED SURVEY DATA AND FINDINGS — MARCH 2O25 Collision 85th % Speed Limit went Rate* Speed Existing I Recommended LAIRPORT STREET Reason for Selecting Recommended Speed Limit Mariposa 1.28 37 35 35 85th percentile speed is 37 mph. Speed limit set at nearest 5 mph increment, which is 35 mph. MAIN STREET 85th percentile speed is 31 mph. The nearest 5 mph increment is 30 mph. to Mariposa Speed limit reduced by 5 mph per 2.27 31 25 25 Option 1 to 25 mph because it's a commercial district with a concentration of pedestrians, a school, & visibility constraints. 85th percentile speed is 28 mph. Speed limit rounded down to 25 to El Segundo 3.47 28 25 25 mph per Option 2 because this is a commercial district with a school, a concentration of pedestrians, and a high collision rate. IN TABLE 2 SPEED SURVEY DATA AND FINDINGS — MARCH 2O25 Collision 85th % Speed Limit Reason for Selecting ment I Rate* Speed Existing I Recommended Recommended Speed Limit MAPLE AVENUE sway to Nash 4.71 38 35 35 85th percentile speed is 38 mph. Speed limit rounded down to 35 mph per Option 2 because of high collision rate. MARIPOSA AVENUE 85th percentile speed is 28 mph. Speed limit rounded down to 25 iter Street 2.08 28 25 25 mph per Option 2 because it's a residential street with a school and a concentration of pedestrians. 85th percentile speed is 28 mph. icific Coast 2.84 28 25 25 Speed limit rounded down to 25 mph per Option 2 because of a school and a high collision rate. 85th percentile speed is 43 mph. away to 3.08 43 40 40 Speed limit rounded down to 40 mph because of a high collision rate. 19 TABLE 2 SPEED SURVEY DATA AND FINDINGS — MARCH 2O25 Collision 85th % Speed Limit ;ment Rate* Speed Existing I Recommended Reason for Selecting Recommended Speed Limit NASH STREET to Mariposa 85th percentile speed is 37 mph. 1.74 37 35 35 Speed limit set at nearest 5 mph increment, which is 35 mph. to El Segundo 85th percentile speed is 37 mph. 2.06 37 35 35 Speed limit set at nearest 5 mph increment, which is 35 mph. 85th percentile speed is 29 mph. Speed limit rounded down to 25 -crans Avenue 0.00 29 25 25 mph per Option 2 because this is a commercial district with a concentration of pedestrians and visibility constraints. 20 TABLE 2 SPEED SURVEY DATA AND FINDINGS — MARCH 2O25 Collision 85th % Speed Limit Reason for Selecting ;ment Rate* Speed Existing Recommended Recommended Speed Limit PARK PLACE 85t" percentile speed is 27 mph. ast Highway 0.86 27 25 25 Speed limit set at nearest 5 mph increment, which is 25 mph. 85th percentile speed is 28 mph. Speed limit rounded down to 25 aglas Street 2.22 28 25 25 mph per Option 2 because this is a commercial district with a concentration of pedestrians & visibility constraints. 21 TABLE 2 SPEED SURVEY DATA AND FINDINGS — MARCH 2O25 Collision 85th % Speed Limit Reason for Selecting ment Rate* Speed Recommended Speed Limit Existing Recommended Bell Avenue 0.00 cific Coast 0.75 Tway to 1 0.91 to Walnut ROSECRANS AVENUE 85th percentile speed is 38 mph. Speed limit rounded down to 35 38 35 35 mph per Option 2 because of unexpected driveways, geometric changes, visibility constraints, & pedestrian activity. 85`h percentile speed is 46 mph. 46 45 45 Speed limit set at nearest 5 mph increment, which is 45 mph. 85th percentile speed is 47 mph. 47 45 45 Speed limit set at nearest 5 mph increment, which is 45 mph. SELBY STREET 0.00 31 1 30 22 85th percentile speed is 31 mph. 30 Speed limit set at nearest 5 mph increment, which is 30 mph. TABLE 2 SPEED SURVEY DATA AND FINDINGS — MARCH 2O25 Collision 85th % Speed Limit Reason for Selecting ,ment Rate* Speed Existing Recommended Recommended Speed Limit UTAH STREET 85th percentile speed is 39 mph. Speed limit rounded down to 35 Aviation Blvd 1.91 39 35 35 mph per Option 2 because of unexpected driveways, visibility constraints, and pedestrian activity. VISTA DEL MAR 85th percentile speed is 49 mph. Speed limit rounded down to 45 45th Street 0.56 49 45 45 mph per Option 2 because of visibility constraints, roadway geometric changes, & unexpected driveways. 23 TABLE 2 SPEED SURVEY DATA AND FINDINGS — MARCH 2O25 Collision 85th % Speed Limit Reason for Selecting ment Rate* Speed Recommended Speed Limit g Recom Existinmended WALNUT AVENUE 85th percentile speed is 33 mph. Speed limit rounded down to 30 away to Selby mph per Option 2 because of 5.26 33 30 30 unexpected driveways, visibility constraints, a concentration of pedestrians, and a high collision rate. sents the number of reported collisions per million vehicle -miles. 24 APPENDIX A VEHICLE SPEED SURVEY SHEETS SPEED SURVEY CITY OF EL SEGUNDO STREET: Alaska Avenue SEGMENT: Douglas St to Aviation Blvd DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 2 2 2.00 26 2 4 4.00 27 2 6 6.00 28 4 10 10.00 29 3 13 13.00 30 5 18 18.00 31 6 24 24.00 32 4 28 28.00 33 8 36 36.00 34 10 46 46.00 35 9 55 55.00 36 10 65 65.00 37 10 75 75.00 38 8 83 83.00 39 4 87 87.00 40 3 90 90.00 41 2 92 92.00 42 2 94 94.00 43 1 95 95.00 44 2 97 97.00 45 3 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 39 SPEED SURVEY CITY OF EL SEGUNDO STREET: Allied Way SEGMENT: South of Hughes Way DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total I 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 2 2 2.00 21 4 6 6.00 22 6 12 12.00 23 6 18 18.00 24 6 24 24.00 25 22 46 46.00 26 22 68 68.00 27 16 84 84.00 28 4 88 88.00 29 2 90 90.00 30 2 92 92.00 31 2 94 94.00 32 2 96 96.00 33 2 98 98.00 34 1 99 99.00 35 1 100 100.00 36 0 100 100.00 37 0 100 100.00 38 0 100 100.00 39 0 100 100.00 40 0 100 100.00 41 0 100 100.00 42 0 100 100.00 43 0 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 28 SPEED SURVEY CITY OF EL SEGUNDO STREET: Apollo Street SEGMENT: Park Place to Rosecrans Ave DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 1 1 1.00 19 2 3 3.00 20 1 4 4.00 21 1 5 5.00 22 2 7 7.00 23 1 8 8.00 24 2 10 10.00 25 7 17 17.00 26 14 31 31.00 27 8 39 39.00 28 9 48 48.00 29 9 57 57.00 30 10 67 67.00 31 11 78 78.00 32 8 86 86.00 33 5 91 91.00 34 3 94 94.00 35 2 96 96.00 36 1 97 97.00 37 3 100 100.00 38 0 100 100.00 39 0 100 100.00 40 0 100 100.00 41 0 100 100.00 42 0 100 100.00 43 0 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 32 SPEED SURVEY CITY OF EL SEGUNDO STREET: Atwood Way SEGMENT: Nash Street to Douglas Street DAY/DATE: Thursday 10/24/24 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 1 1 1.00 24 1 2 2.00 25 4 6 6.00 26 6 12 12.00 27 5 17 17.00 28 7 24 24.00 29 6 30 30.00 30 7 37 37.00 31 6 43 43.00 32 5 48 48.00 33 8 56 56.00 34 10 66 66.00 35 11 77 77.00 36 7 84 84.00 37 6 90 90.00 38 6 96 96.00 39 3 99 99.00 40 1 100 100.00 41 0 100 100.00 42 0 100 100.00 43 0 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 37 SPEED SURVEY CITY OF EL SEGUNDO STREET: Aviation Boulevard SEGMENT: 116th Street to El Segundo Blvd DAY/DATE: Tuesday 10/22/24 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 6 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 0 0 0.00 26 0 1 0 0.00 27 0 0 0.00 28 0 0 0.00 29 0 0 0.00 30 0 0 0.00 31 0 0 0.00 32 1 1 1.00 33 1 2 2.00 34 2 4 4.00 35 3 7 7.00 36 3 10 10.00 37 6 16 16.00 38 9 25 25.00 39 12 37 37.00 40 15 52 52.00 41 17 69 69.00 42 17 86 86.00 43 4 90 90.00 44 3 93 93.00 45 3 96 96.00 46 2 98 98.00 47 1 99 99.00 48 1 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 42 SPEED SURVEY CITY OF EL SEGUNDO STREET: Aviation Boulevard SEGMENT: El Segundo Blvd to Rosecrans Ave DAY/DATE: Tuesday 10/22/24 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 0 0 0.00 26 0 0 0100 27 0 0 0.00 28 1 1 1.00 29 1 2 2.00 30 1 3 3.00 31 0 3 3.00 32 1 4 4.00 33 2 6 6.00 34 4 10 10.00 35 4 14 14.00 36 5 19 19.00 37 8 27 27.00 38 10 37 37.00 39 10 47 47.00 40 11 58 58.00 41 12 70 70.00 42 10 80 80.00 43 4 84 84.00 44 6 90 90.00 45 3 93 93.00 46 3 96 96.00 47 1 97 97.00 48 0 97 97.00 49 1 98 98.00 50 1 99 99.00 >50 1 100 100.00 TOTAL 100 100 85th Percentile Speed: 44 SPEED SURVEY CITY OF EL SEGUNDO STREET: Center Street SEGMENT: Imperial Ave to Mariposa Ave DAY/DATE: Thursday 10/10/24 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 3 3 3.00 19 2 5 5.00 20 2 7 7.00 21 6 13 13.00 22 2 15 15.00 23 5 20 20.00 24 12 32 32.00 25 9 41 41.00 26 13 54 54.00 27 18 72 72.00 28 14 86 86.00 29 4 90 90.00 30 4 94 94.00 31 1 95 95.00 32 2 97 97.00 33 1 98 98.00 34 0 98 98.00 35 1 99 99.00 36 0 99 99.00 37 0 99 99.00 38 0 99 99.00 39 1 100 100.00 40 0 100 100.00 41 0 100 100.00 42 0 100 100.00 43 0 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 28 SPEED SURVEY CITY OF EL SEGUNDO STREET: Center Street SEGMENT: Mariposa Ave to El Segundo Blvd DAY/DATE: Thursday 10/10/24 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 1 0 0 0.00 11 6 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 2 2 2.00 20 1 3 3.00 21 3 6 6.00 22 4 10 10.00 23 7 17 17.00 24 10 27 27.00 25 11 38 38.00 26 14 52 52.00 27 16 68 68.00 28 14 82 82.00 29 10 92 92.00 30 3 95 95.00 31 2 97 97.00 32 1 98 98.00 33 0 98 98.00 34 1 99 99.00 35 0 99 99.00 36 1 100 100.00 37 0 100 100.00 38 1 0 100 100.00 39 0 100 100.00 40 0 100 100.00 41 0 100 100.00 42 0 100 100.00 43 0 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 29 SPEED SURVEY CITY OF EL SEGUNDO STREET: Continental Boulevard SEGMENT: Mariposa Ave to El Segundo Blvd DAY/DATE: Thursday 10/24/24 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 1 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 1 1 1.00 24 1 2 2.00 25 4 6 6.00 26 4 10 10.00 27 10 20 20.00 28 10 30 30.00 29 14 44 44.00 30 12 56 56.00 31 10 66 66.00 32 14 80 80.00 33 10 90 90.00 34 4 94 94.00 35 2 96 96.00 36 1 97 97.00 37 1 98 98.00 38 1 99 99.00 39 0 99 99.00 40 1 100 100.00 41 0 100 100.00 42 0 100 100.00 43 0 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 33 SPEED SURVEY CITY OF EL SEGUNDO STREET: Douglas Street SEGMENT: Imperial Highway to Mariposa Ave DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 0 0 0.00 26 0 0 0.00 27 0 0 0.60 28 0 0 0.00 29 0 0 0.00 30 1 1 1.00 31 1 2 2.00 32 2 4 4.00 33 1 5 5.00 34 1 6 6.00 35 2 8 8.00 36 3 11 11.00 37 4 15 15.00 38 8 23 23.00 39 6 29 29.00 40 9 38 38,00 41 13 51 51.00 42 13 64 64.00 43 12 76 76.00 44 10 86 86.00 45 4 90 90.00 46 4 94 94.00 47 3 97 97.00 48 0 97 97.00 49 0 97 97.00 50 2 99 99.00 >50 1 100 100.00 TOTAL 100 100 85th Percentile Speed: 44 SPEED SURVEY CITY OF EL SEGUNDO STREET: Douglas Street SEGMENT: Mariposa Ave to El Segundo Blvd DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 0 0 0.00 26 0 0 0.00 27 0 0 0.00 28 0 0 0.00 29 0 0 0.00 30 0 0 0.00 31 0 0 0.00 32 1 1 1.00 33 2 3 3.00 34 3 6 6.00 35 5 11 11.00 36 7 18 18.00 37 8 26 26.00 38 7 33 33.00 39 8 1 41 41.00 40 11 52 52.00 41 14 66 66.00 42 9 75 75.00 43 4 79 79.00 44 5 84 84.00 45 6 90 90.00 46 5 95 95.00 47 2 97 97.00 48 0 97 97.00 49 1 98 98.00 50 0 98 98.00 >50 2 100 100.00 TOTAL 100 100 85th Percentile Speed: 45 SPEED SURVEY CITY OF EL SEGUNDO STREET: Douglas Street SEGMENT: El Segundo Blvd to Alaska Ave DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 7 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 1 0 0.00 23 0 0 0.00 24 0 0 0.00 25 0 0 0.00 26 0 0 0.00 27 0 6 0.00 28 0 0 0.00 29 0 0 0.00 30 0 0 0.00 31 0 0 0.00 32 1 1 1.00 33 2 3 3.00 34 2 5 5.00 35 2 7 7.00 36 9 16 16.00 37 10 26 26.00 38 10 36 36.00 39 12 48 48.00 40 6 54 54.00 41 12 66 66.00 42 12 78 78.00 43 6 84 84.00 44 6 90 90.00 45 5 95 95.00 46 3 98 98.00 47 1 99 99.00 48 0 99 99.00 49 0 99 99.00 50 0 99 99.00 >50 1 100 100.00 TOTAL 100 100 85th Percentile Speed: 44 SPEED SURVEY CITY OF EL SEGUNDO STREET: Douglas Street SEGMENT: Alaska Ave to Rosecrans Ave DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 1 1 1.00 20 2 3 3.00 21 3 6 6.00 22 4 10 10.00 23 6 16 16.00 24 11 27 27.00 25 13 40 40.00 26 16 56 56.00 27 18 74 74.00 28 12 86 86.00 29 4 1 90 90.00 30 3 93 93.00 31 2 95 95.00 32 2 97 97.00 33 1 98 98.00 34 1 99 99.00 35 0 99 99.00 36 1 100 100.00 37 0 100 100.00 38 0 100 100.00 39 0 100 100.00 40 0 100 100.00 41 0 100 100.00 42 0 100 100.00 43 0 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 28 SPEED SURVEY CITY OF EL SEGUNDO STREET: El Segundo Boulevard SEGMENT: Main St to Center St DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed i Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 0 0 0.00 26 0 0 0.00 27 1 1 1.00 28 3 4 4.00 29 3 7 7.00 30 2 9 9.00 31 2 11 1 11.00 32 2 13 13.00 33 7 20 20.00 34 6 26 26.00 35 5 31 31.00 36 5 36 36.00 37 10 46 46.00 38 12 58 58.00 39 11 69 69.00 40 8 77 77.00 41 9 86 86.00 42 4 90 90.00 43 3 93 93.00 44 2 95 95.00 45 2 97 97.00 46 1 98 98.00 47 0 98 98.00 48 0 98 98.00 49 1 99 99.00 50 0 1 99 99.00 >50 1 100 100.00 TOTAL 100 100 85th Percentile Speed: 41 SPEED SURVEY CITY OF EL SEGUNDO STREET: El Segundo Boulevard SEGMENT: Center St to Pacific Coast Highway DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 0 0 0.00 26 0 0 0.00 27 0 0 0.00 28 0 0 0.00 29 1 1 1.00 30 1 2 2.00 31 2 1 4 4.00 32 3 7 7.00 33 6 13 13.00 34 6 19 19.00 35 7 26 26.00 36 10 36 36.00 37 12 48 48.00 38 11 59 59.00 39 13 72 72.00 40 8 80 80.00 41 4 84 84.00 42 3 87 87.00 43 4 91 91.00 44 3 94 94.00 45 1 95 95.00 46 1 96 96.00 47 1 97 97.00 48 2 99 99.00 49 0 99 99.00 50 0 99 99.00 >50 1 100 100.00 TOTAL 100 100 85th Percentile Speed: 42 SPEED SURVEY CITY OF EL SEGUNDO STREET: El Segundo Boulevard SEGMENT: Pacific Coast Highway to Douglas St DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 0 0 0.00 26 0 0 1 0.00 27 0 0 0.00 28 0 0 0.00 29 0 0 0.00 30 0 0 0.00 31 0 1 0 0.00 32 2 2 2.00 33 2 4 4.00 34 3 7 7.00 35 5 12 12.00 36 7 19 19.00 37 5 24 24.00 38 8 32 32.00 39 7 39 39.00 40 11 50 50.00 41 15 65 65.00 42 10 75 75.00 43 9 84 84.00 44 6 90 90.00 45 5 95 95.00 46 2 97 97.00 47 1 98 98.00 48 0 98 98.00 49 1 99 99.00 50 0 99 99.00 >50 1 100 100.00 TOTAL 100 100 85th Percentile Speed: 44 SPEED SURVEY CITY OF EL SEGUNDO STREET: El Segundo Boulevard SEGMENT: Douglas St to Isis Ave DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 _ 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 0 0 0.00 26 0 0 0.00 27 0 0 0.00 28 0 0 0.00 29 0 0 0.00 30 0 0 0.00 31 1 1 1.00 32 2 3 3.00 33 2 5 5.00 34 3 8 8.00 35 5 13 13.00 36 6 19 19.00 37 5 24 24.00 38 8 32 32.00 39 10 42 42.00 40 14 56 56.00 41 16 72 72.00 42 12 84 84.00 43 6 90 90.00 44 3 93 93.00 45 2 95 95.00 46 1 96 96.00 47 2 98 98.00 48 1 99 99.00 49 0 99 99.00 50 0 99 99.00 >50 1 100 100.00 TOTAL 100 100 85th Percentile Speed: 43 SPEED SURVEY CITY OF EL SEGUNDO STREET: Grand Avenue SEGMENT: West City Limit to Eucalyptus Dr DAY/DATE: Thursday 10/10/24 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 1 1 1.00 20 3 4 4.00 21 3 7 7.00 22 5 12 12.00 23 6 18 18.00 24 9 27 27.00 25 10 37 37.00 26 14 51 51.00 27 15 66 66.00 28 11 77 77.00 29 9 86 86.00 30 5 91 91.00 31 3 94 94.00 32 3 97 97.00 33 2 99 99.00 34 0 99 99.00 35 1 100 100.00 36 0 100 100.00 37 0 100 100.00 38 0 100 100.00 39 0 100 100.00 40 0 100 100.00 41 0 100 100.00 42 0 100 100.00 43 0 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 29 SPEED SURVEY CITY OF EL SEGUNDO STREET: Grand Avenue SEGMENT: Eucalyptus Dr to Center St DAY/DATE: Thursday 10/10/24 Speed Number of cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 0 0 0.00 26 2 2 2.00 27 2 4 4.00 28 2 6 6.00 29 3 9 9.00 30 4 13 13.00 31 5 18 18.00 32 5 23 23.00 33 7 30 30.00 34 9 39 39.00 35 10 49 49.00 36 11 60 60.00 37 12 72 72.00 38 9 81 81.00 39 6 87 87.00 40 3 90 90,00 41 2 92 92.00 42 2 94 94.00 43 1 95 95.00 44 1 96 96.00 45 0 96 96.00 46 1 97 97.00 47 2 99 99.00 48 0 99 99.00 49 0 99 99.00 50 0 99 99.00 >50 1 100 100.00 TOTAL 100 100 85th Percentile Speed: 39 SPEED SURVEY CITY OF EL SEGUNDO STREET: Grand Avenue SEGMENT: Center St to Pacific Coast Highway DAY/DATE: Thursday 10/10/24 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 1 1 1.00 25 1 2 2.00 26 0 2 2.00 27 1 3 3.00 28 3 6 6.00 29 2 8 8.00 30 4 12 12.00 31 12 24 24.00 32 13 37 37.00 33 12 49 49.00 34 9 58 58.00 35 9 67 67.00 36 13 80 80.00 37 8 88 88.00 38 4 92 92.00 39 7 1 93 93.00 40 2 95 95.00 41 1 96 96.00 42 2 98 98.00 43 0 98 98.00 44 1 99 99.00 45 1 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 1 0 100 100.00 TOTAL 1 100 100 85th Percentile Speed: 37 SPEED SURVEY CITY OF EL SEGUNDO STREET: Grand Avenue SEGMENT: Pacific Coast Highway to Duley Rd DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 0 0 0.00 26 0 0 0.00 27 2 2 2.00 28 4 6 6.00 29 4 10 10.00 30 4 14 14.00 31 8 22 22.00 32 8 30 30.00 33 8 38 38.00 34 6 44 44.00 35 12 56 56.00 36 12 68 68.00 37 14 82 82.00 38 5 87 87.00 39 5 92 92.00 40 2 94 94.00 41 1 95 95.00 42 2 97 97.00 43 1 98 98.00 44 0 98 98.00 45 1 99 99.00 46 0 99 99.00 47 1 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 38 SPEED SURVEY CITY OF EL SEGUNDO STREET: Hawaii Street SEGMENT: Alaska Ave to Aviation Blvd DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 2 2 2.00 26 6 8 8.00 27 4 12 12.00 28 6 18 18.00 29 8 26 26.00 30 8 34 34.00 31 7 41 41.00 32 7 48 48.00 33 4 52 52.00 34 6 58 58.00 35 10 68 68.00 36 10 78 78.00 37 8 86 86.00 38 4 90 90.00 39 3 93 93.00 40 2 95 95.00 41 2 97 97.00 42 0 97 97.00 43 1 98 98.00 44 0 98 98.00 45 1 99 99.00 46 0 99 99.00 47 1 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 37 SPEED SURVEY CITY OF EL SEGUNDO STREET: Hughes Way SEGMENT: East of Pacific Coast Highway DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 0 0 0.00 26 0 0 0.00 27 0 0 0.00 28 0 0 0.00 29 1 1 1.00 30 1 2 2.00 31 2 4 4.00 32 2 6 6.00 33 2 8 8.00 34 8 16 16.00 35 10 26 26.00 36 12 38 38.00 37 10 48 48.00 38 8 56 56.00 39 5 61 61.00 40 6 67 67.00 41 8 75 75.00 42 1 9 84 84.00 43 6 90 90.00 44 4 94 94.00 45 3 97 97.00 46 2 99 99.00 47 0 99 99.00 48 1 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 43 SPEED SURVEY CITY OF EL SEGUNDO STREET: Imperial Avenue SEGMENT: Main St to Center St DAY/DATE: Thursday 10/10/24 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 1 1 1.00 21 1 2 2.00 22 2 4 4.00 23 2 6 6.00 24 2 8 8.00 25 5 13 13.00 26 13 26 26.00 27 13 39 39.00 28 12 51 51.00 29 12 63 63.00 30 13 76 76.00 31 6 82 82.00 32 4 86 86.00 33 4 90 90.00 34 3 93 93.00 35 3 96 96.00 36 2 98 98.00 37 1 99 99.00 38 1 100 100.00 39 0 100 100.00 40 1 0 100 100.00 41 0 100 100.00 42 0 100 100.00 43 0 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 32 SPEED SURVEY CITY OF EL SEGUNDO STREET: Imperial Avenue SEGMENT: Center St to Pacific Coast Highway DAY/DATE: Thursday 10/10/24 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 3 3 3.00 22 1 4 4.00 23 4 8 8.00 24 6 14 14.00 25 10 24 24.00 26 16 40 40.00 27 17 57 57.00 28 11 68 68.00 29 7 75 75.00 30 4 79 79.00 31 4 83 83.00 32 5 88 88.00 33 4 92 92.00 34 1 93 93.00 35 1 94 94.00 36 2 1 96 96.00 37 1 97 97.00 38 1 98 98.00 39 0 98 98.00 40 1 99 99.00 41 0 99 99.00 42 1 100 100.00 43 0 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 32 SPEED SURVEY CITY OF EL SEGUNDO STREET: Imperial Highway SEGMENT: Pacific Coast Highway to Aviation Blvd DAY/DATE: Thursday 10/10/24 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 0 0 0.00 26 0 0 0.00 27 0 0 0.00 28 0 0 0.00 29 0 0 0.00 30 0 0 0.00 31 1 1 1.00 32 2 3 3.00 33 3 6 6.00 34 5 11 11.00 35 7 18 18.00 36 7 25 25.00 37 6 31 31.00 38 7 38 38.00 39 10 48 48.00 40 13 61 61.00 41 14 75 75.00 42 8 83 83.00 43 5 88 88.00 44 4 92 92.00 45 3 95 95.00 46 2 97 97.00 47 1 98 98.00 48 1 99 99.00 49 0 99 99.00 50 0 99 I 99.00 >50 1 100 TOTAL 100 +----i-00.00 100 85th Percentile Speed: 43 SPEED SURVEY CITY OF EL SEGUNDO STREET: Lairport Street SEGMENT: Maple Ave to Mariposa Ave DAY/DATE: Tuesday 10/15/24 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 0 0 0.00 26 1 1 1.00 27 3 4 4.00 28 4 8 8.00 29 7 15 15.00 30 8 23 23.00 31 10 33 33.00 32 10 43 43.00 33 14 57 57.00 34 9 66 66.00 35 11 77 77.00 36 5 82 82.00 37 6 88 88.00 38 4 92 92.00 39 2 94 94.00 40 2 96 96.00 41 1 97 97.00 42 1 98 98.00 43 2 100 100.00 44 0 1 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 37 SPEED SURVEY CITY OF EL SEGUNDO STREET: Main Street SEGMENT: Imperial Highway to Mariposa Ave DAY/DATE: Thursday 10/10/24 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 1 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 1 1 1.00 23 3 4 4.00 24 6 10 10.00 25 8 18 18.00 26 10 28 28.00 27 13 41 41.00 28 14 55 55.00 29 12 67 67.00 30 10 77 77.00 31 9 86 86.00 32 6 92 92.00 33 3 95 95.00 34 1 96 96.00 35 2 98 98.00 36 1 99 99.00 37 0 99 99.00 38 0 99 99.00 39 1 100 100.00 40 0 100 100.00 41 0 100 100.00 42 0 100 100.00 43 0 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 31 SPEED SURVEY CITY OF EL SEGUNDO STREET: Main Street SEGMENT: Mariposa Ave to El Segundo Blvd DAY/DATE: Thursday 10/10/24 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 2 2 2.00 21 3 5 5.00 22 6 11 11.00 23 9 20 20.00 24 10 30 30.00 25 11 41 41.00 26 16 57 57.00 27 19 76 76.00 28 10 86 86.00 29 3 89 89.00 30 3 92 92.00 31 2 94 94.00 32 1 95 95.00 33 2 97 97.00 34 1 98 98.00 35 1 99 99.00 36 0 99 99.00 37 1 100 100.00 38 0 100 100.00 39 0 100 100.00 40 0 100 100.00 41 0 100 100.00 42 0 100 100.00 43 0 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 28 SPEED SURVEY CITY OF EL SEGUNDO STREET: Maple Avenue SEGMENT: Pacific Coast Highway to Nash St DAY/DATE: Thursday 10/10/24 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 0 0 0.00 26 1 1 1.00 27 1 2 2.00 28 4 6 6.00 29 6 12 12.00 30 8 20 20.00 31 6 1 26 26.00 32 8 34 34.00 33 9 43 43.00 34 9 52 52.00 35 12 64 64.00 36 12 76 76.00 37 8 84 84.00 38 7 91 91.00 39 2 93 93.00 40 0 93 93.00 41 2 95 95.00 42 3 98 98.00 43 2 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 38 SPEED SURVEY CITY OF EL SEGUNDO STREET: Mariposa Avenue SEGMENT: Main St to Center St DAY/DATE: Tuesday 10/15/24 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 6 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 1 1 1.00 21 3 4 4.00 22 4 8 8.00 23 6 14 14.00 24 13 27 27.00 25 16 43 43.00 26 17 60 60.00 27 16 76 76.00 28 10 86 86.00 29 4 90 90.00 30 3 93 93.00 31 2 95 95.00 32 1 96 96.00 33 2 98 98.00 34 1 99 99.00 35 0 99 99.00 36 0 99 99.00 37 1 100 100.00 38 0 100 100.00 39 0 100 100.00 40 0 100 100.00 41 0 100 100.00 42 0 100 100.00 43 0 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 28 SPEED SURVEY CITY OF EL SEGUNDO STREET: Mariposa Avenue SEGMENT: Center St to Pacific Coast Highway DAY/DATE: Thursday 10/10/24 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 1 1 1.00 19 3 4 4.00 20 2 6 6.00 21 1 7 7.00 22 3 10 10.00 23 9 19 19.00 24 12 31 31.00 25 16 47 47.00 26 22 69 69.00 27 15 84 84.00 28 6 90 90.00 29 4 94 94.00 30 1 95 95.00 31 1 96 96.00 32 1 97 97.00 33 1 98 98.00 34 2 100 100.00 35 0 100 100.00 36 0 100 100.00 37 0 100 100.00 38 0 100 100.00 39 0 100 100.00 40 0 100 100.00 41 0 100 100.00 42 0 100 100.00 43 0 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 28 SPEED SURVEY CITY OF EL SEGUNDO STREET: Mariposa Avenue SEGMENT: Pacific Coast Highway to Douglas St DAY/DATE: Tuesday 10/15/24 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 0 0 0.00 26 0 0 0.00 27 0 0 0.00 28 0 0 0.00 29 0 0 0.00 30 0 0 0.00 31 1 1 1.00 32 2 3 3.00 33 2 5 5.00 34 2 7 7.00 35 1 6 13 13.00 36 8 21 21.00 37 12 33 33.00 38 14 47 47.00 39 7 54 54.00 40 13 67 67.00 41 9 76 76.00 42 8 84 84.00 43 7 91 91.00 44 4 95 95.00 45 1 96 96.00 46 2 98 98.00 47 1 99 99.00 48 0 99 99.00 49 0 99 99.00 50 0 99 99.00 >50 1 100 100.00 TOTAL 100 100 85th Percentile Speed: 43 SPEED SURVEY CITY OF EL SEGUNDO STREET: Nash Street SEGMENT: Imperial Highway to Mariposa Ave DAY/DATE: Tuesday 10/15/24 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 1 1 1.00 25 1 2 2.00 26 1 3 3.00 27 2 5 5.00 28 3 8 8.00 29 3 11 11.00 30 3 14 14.00 31 4 18 18.00 32 6 24 24.00 33 10 34 34.00 34 14 48 48.00 35 15 63 63.00 36 14 77 77.00 37 9 86 86.00 38 4 90 90.00 39 3 93 93.00 40 3 96 96.00 41 2 98 98.00 42 0 98 98.00 43 1 99 99.00 44 0 99 99.00 45 1 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 37 SPEED SURVEY CITY OF EL SEGUNDO STREET: Nash Street SEGMENT: Mariposa Ave to El Segundo Blvd DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 2 2 2.00 26 2 4 4.00 27 4 8 8.00 28 6 14 14.00 29 7 21 21.00 30 9 30 30.00 31 6 36 36.00 32 8 44 44.00 33 6 50 50.00 34 13 63 63.00 35 12 75 75.00 36 9 84 84.00 37 7 91 91.00 38 1 92 92.00 39 2 94 94.00 40 3 97 97.00 41 2 99 99.00 42 1 100 100.00 43 0 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 37 SPEED SURVEY CITY OF EL SEGUNDO STREET: Nash Street SEGMENT: Park Place to Rosecrans Ave DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 1 1 1.00 23 3 4 4.00 24 9 13 13.00 25 13 26 26.00 26 14 40 40.00 27 17 57 57.00 28 18 75 75.00 29 11 86 86.00 30 3 89 89.00 31 2 91 91.00 32 2 93 93.00 33 1 94 94.00 34 2 96 96.00 35 1 97 97.00 36 1 98 98.00 37 1 99 99.00 38 0 99 99.00 39 1 100 100.00 40 0 100 100.00 41 0 100 100.00 42 0 100 100.00 43 0 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 29 SPEED SURVEY CITY OF EL SEGUNDO STREET: Park Place SEGMENT: East of Pacific Coast Highway DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 1 1 1.00 18 2 3 3.00 19 2 5 5.00 20 4 9 9.00 21 6 15 15.00 22 5 20 20.00 23 7 27 27.00 24 19 46 46.00 25 16 62 62.00 26 13 75 75.00 27 11 86 86.00 28 5 91 91.00 29 3 94 94.00 30 2 96 96.00 31 2 98 98.00 32 0 98 98.00 33 1 99 99.00 34 0 99 99.00 35 1 100 100.00 36 0 100 100.00 37 0 100 100.00 38 0 100 100.00 39 0 100 100.00 40 0 100 100.00 41 0 100 100.00 42 0 100 100.00 43 0 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 27 SPEED SURVEY CITY OF EL SEGUNDO STREET: Park Place SEGMENT: Nash St to Douglas St DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 1 1 1.00 18 0 1 1.00 19 0 1 1.00 20 1 2 2.00 21 2 4 4.00 22 4 8 8.00 23 7 15 15.00 24 11 26 26.00 25 16 42 42.00 26 21 63 63.00 27 15 78 78.60 28 10 88 88.00 29 5 93 93.00 30 3 96 96.00 31 2 98 98.00 32 1 99 99.00 33 0 99 99.00 34 1 100 100.00 35 0 100 100.00 36 0 100 100.00 37 0 100 100.00 38 0 100 100.00 39 0 100 100.00 40 0 100 100.00 41 0 100 100.00 42 0 100 100.00 43 0 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 28 SPEED SURVEY CITY OF EL SEGUNDO STREET: Rosecrans Avenue SEGMENT: West City Limit to Bell Ave DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 1 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 0 0 0.00 26 0 0 0.00 27 1 1 1.00 28 2 3 3.00 29 2 5 5.00 30 3 8 8.00 31 5 13 13.00 32 6 19 19.00 33 10 29 29.00 34 10 39 39.00 35 11 50 50.00 36 12 62 62.00 37 16 78 78.00 38 9 87 87.00 39 4 91 91.00 40 4 95 95.00 41 2 97 97.00 42 0 97 97.00 43 1 98 98.00 44 0 98 98.00 45 0 98 98.00 46 1 99 99.00 47 0 99 99.00 48 1 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 38 SPEED SURVEY CITY OF EL SEGUNDO STREET: Rosecrans Avenue SEGMENT: Bell Ave to Pacific Coast Highway DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 0 0 0.00 26 0 0 0.00 27 0 0 0.00 28 0 0 0.00 29 0 0 0.00 30 0 0 0.00 31 0 0 0.00 32 0 0 0.00 33 0 0 0.00 34 0 0 0.00 35 0 0 0.00 36 0 0 0.00 37 1 1 1.00 38 3 4 4.00 39 5 9 9.00 40 5 14 14.00 41 6 20 20.00 42 9 29 29.00 43 12 41 41.00 44 15 56 56.00 45 17 73 73.00 46 13 86 86.00 47 4 90 90.00 48 3 93 93.00 49 2 95 95.00 50 2 97 97.00 >50 3 100 100.00 TOTAL 100 100 85th Percentile Speed: 46 SPEED SURVEY CITY OF EL SEGUNDO STREET: Rosecrans Avenue SEGMENT: Pacific Coast Highway to Aviation Blvd DAY/DATE: Thursday 2/13/25 Speed Observed Number of Observations Cumulative Total Percentile 1 to 5 0 0 0.00 6 to 10 11 12 0 0 0 0 0 0 0.00 0.00 0.00 13 0 0 0.00 14 15 0 0 1 0 0 0.00 0.00 16 0 0 0.00 17 0 0 0.00 18 19 20 0 0 0 0 0 0 0.00 0.00 0.00 21 22 23 0 0 0 0 1 0 0 0.00 0.00 0.00 24 25 26 0 0 0 0 0 0 0.00 0.00 0.00 27 0 0 0.00 28 0 0 0.00 29 0 0 0.00 30 0 0 0.00 31 0 0 0.00 32 0 0 0.00 33 0 0 0.00 34 1 1 1.00 35 2 3 3.00 36 37 38 39 3 3 4 5 6 9 13 18 6.00 9.00 13.00 18.00 40 7 25 25.00 41 9 34 34.00 42 43 8 11 42 53 42.00 53.00 44 10 63 63.00 45 12 75 75.00 46 9 84 84.00 47 7 91 91.00 48 3 94 94.00 49 2 96 96.00 50 >50 TOTAL 1 3 100 97 100 100 97.00 100.00 85th Percentile Speed: 47 SPEED SURVEY CITY OF EL SEGUNDO STREET: Selby Street SEGMENT: Imperial Highway to Walnut Ave DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 9 3 3.00 23 3 6 6.00 24 7 13 13.00 25 9 22 22.00 26 11 33 33.00 27 15 48 48.00 28 13 61 61.00 29 10 71 71.00 30 10 81 81.00 31 8 89 89.00 32 4 93 93.00 33 3 96 96.00 34 2 98 98.00 35 1 99 99.00 36 1 100 100.00 37 0 100 100.00 38 0 100 100.00 39 0 100 100.00 40 0 100 100.00 41 0 100 100.00 42 0 100 100.00 43 0 100 100.00 44 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 >50 0 100 100.00 TOTAL 100 100 85th Percentile Speed: 31 SPEED SURVEY CITY OF EL SEGUNDO STREET: Utah Street SEGMENT: Douglas St to Aviation Blvd DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 5 0 0 0.00 6 to 10 0 0 0.00 11 0 0 0.00 12 0 0 0.00 13 0 0 0.00 14 0 0 0.00 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 0 0 0.00 25 0 0 0.00 26 0 0 0.00 27 1 1 1.00 28 1 2 2.00 29 3 5 5.00 30 6 11 11.00 31 6 1 17 17.00 32 10 27 27.00 33 11 38 38.00 34 11 49 49.00 35 10 59 59.00 36 11 70 70.00 37 7 77 77.00 38 7 84 84.00 39 6 90 90.00 40 3 93 93.00 41 2 95 95.00 42 1 96 96.00 43 1 97 97.00 44 0 97 97.00 45 0 97 97.00 46 1 98 98.00 47 0 98 98.00 48 1 99 99.00 49 0 99 99.00 50 0 99 99.00 >50 1 100 100.00 TOTAL 100 100 85th Percentile Speed: 39 SPEED SURVEY CITY OF EL SEGUNDO STREET: Vista del Mar SEGMENT: Grand Ave to 45th Street DAY/DATE: Thursday 2/13/25 Speed Observed 1 to 10 Number of Observations 0 Cumulative Total 0 Percentile 0.00 11 to 15 0 0 0.00 16 17 18 0 0 0 0 0 0 0.00 0.00 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 0 0 0.00 23 0 0 0.00 24 25 0 0 0 0 0.00 0.00 26 27 0 0 0 0 0.00 0.00 28 29 0 0 0 0 0.00 0.00 30 31 0 0 0 0 0.00 0.00 32 0 0 0.00 33 0 0 0.00 34 0 0 0.00 35 0 0 0.00 36 37 38 0 0 0 0 0 0 0.00 0.00 0.00 39 40 41 1 1 2 1 2 4 1.00 2.00 4.00 42 43 3 4 7 11 7.00 11.00 44 45 7 1 9 18 27 18.00 27.00 46 47 10 13 37 50 37.00 50.00 48 18 68 68.00 49 17 85 85.00 50 3 86 88.00 51 3 91 91.00 52 53 2 1 93 94 93.00 94.00 54 55 2 1 96 97 96.00 97.00 >55 3 100 100.00 TOTAL 100 200 200.00 85th Percentile Speed: 49 SPEED SURVEY CITY OF EL SEGUNDO STREET: Walnut Avenue SEGMENT: Pacific Coast Highway to Selby Street DAY/DATE: Thursday 2/13/25 Speed Number of Cumulative Percentile Observed Observations Total 1 to 10 0 0 0.00 11 to 15 0 0 0.00 16 0 0 0.00 17 0 0 0.00 18 0 0 0.00 19 0 0 0.00 20 0 0 0.00 21 0 0 0.00 22 1 1 1.00 23 1 2 2.00 24 2 4 4.00 25 3 7 7.00 26 5 12 12.00 27 7 19 19.00 28 10 29 29.00 29 14 43 43.00 30 12 55 55.00 31 14 69 69.00 32 11 80 80.00 33 6 86 86.00 34 3 89 89.00 35 2 91 91.00 36 2 93 93.00 37 1 94 94.00 38 2 96 96.00 39 1 97 97.00 40 1 98 98.00 41 2 100 100.00 42 0 100 100.00 43 0 100 100.00 44 7 0 100 100.00 45 0 100 100.00 46 0 100 100.00 47 0 100 100.00 48 0 100 100.00 49 0 100 100.00 50 0 100 100.00 51 0 100 100.00 52 0 100 100.00 53 0 100 100.00 54 0 100 100.00 55 0 100 100.00 >55 0 100 100.00 TOTAL 100 200 200.00 85th Percentile Speed: 33 APPENDIX B COLLISION DATA APPENDIX B COLLISION DATA ........ . . Length Daily Number of Collision Street/Segment (miles) Traffic Collisions* Rate" -iO--22 -� Volume 2023 ......................... .......................... Alaska Avenue . ..... Douglas ' t " o ' Aviation 0.28 4,710 2 2 4.15 Allied Way South of Hughes Way 0.17 3,200 1 3 10.07 Apollo Street Park Place to Rosecrans 0.23 4,800 0 0 0.00 Atwood Way Nash to Dou las 0.25 5,760 0 0 0.00 Aviation Boulevard 116 1h Street to El Segundo 0.87 16,350 4 6 0.96 El Segundo to Rosecrans 1.00 21,250 3 .......... 7 0.64 Center Street Imperial Ave to Mariposa 0.50 3,600 4 1 3.81 Mariposa to El Se undo 2.50 3,700 4 2 4.44 Continental Boulevard .. _j Mariposa to El Se undo 4,140 3 1 2.50 Douglas Street -0.5,3 Imperial to Mariposa 0.50 9,260 2 0 1.48 Mariposa to El Segundo 0.50 13,950 2 2 1.57 El Segundo to Alaska 0.58 11,390 3 2 0.83 Alaska to Rosecrans 0.43 8,360 .............. 3 2 2.27 El Segundo Boulevard Main to Center 0.64 9,960 4 1 1.07 Center to PCH 0.50 14,550 6 7 2.45 PCH to Douglas 0.73 22,990 7 5 0.98 D2LigLas to Isis 0-50 32,250 7 7 1.19 Grand Avenue West City Limit to Eucalyptus 0.50 9,800 5 7 3.35 Eucalyptus to Center 0.50 5,680 5 3 3.86 Center to PCH 0.50 12,500 1 2 0.66 PCH to Duley 0.62 7,500 2 2 1.18 Hawaii Street Alaska to Aviation 0.29 2,330 -1 1 2.03 Hughes Way East of PCH 0.35 6,680 2 3 2.93 Imperial Avenue Main to Center 0.64 2,530 2 0 1.69 Center to PCH 0.50 3,480 2 0 1.57 Imperial Highway . . ....... . . . .. ...... . . ... . ........... PCH to Aviation 1.00 20,340 9 7 1.08 Lairport Street Maple to ME 0.23 4,660 0 1..- 1.28 ....................... Main Street .......... Imperial Hwy to Mariposa 0.54 14,530 7::[ 6 .2.27 Mariposa 0.50___L__91480 4 8 3.47 Collision Data - page 2 _. W... -... ......... . ...... Length . Daily Number of Collision Street/Segment (miles) Traffic Collisions,� Rate " Volume 2022 2023 Maple Avenue PCH to Nash 0.50 5,820 5 5 4.71 Mariposa Avenue Main to Center 0.64 6,160 3 3 2.08 Center to PCH 0.49 6,880 3 4 2.84 PCH to Douglas 0.75 6,530 5 6 3.08 _ Nash Street Imperial Hwy to Mariposa 0.50 12,600 1 7 1.74 Mariposa to El Segundo 0.50 9,300 3 4 2.06 Park Place to Rosecrans 0.17 4,300 0 0 0.00 Park Place East of PCH 0.33 14,500 0 3 0.86 Nash to Douglas _ ........ 0.35 _ 7,050 3 ...�1 ? 2. Rosecrans Avenue _e West City Limit to Bell 0.17 8,190 0 0 0.00 Bell to PCH 0.94 9,680 0 5 0.75 PCH to Aviation _ . - ....... 1.00 22,470 4 11 0.91 Sel_... ......... A� by Street Im erial Hwv to Walnut 0.13 21050 0 0 0.00 Utah Street Douglas to Aviation 0.25 5,750 2 0 1.91 Vista del Mar Grand Avenue to 45th Street 0.85 20,050 5 1 2 0.56 Walnut Avenue PCH to Selby 0.12 2,170 1 0 5.26 ....... Total/Avera e 22.57 10,820 116 _ 129 _._ 1.37 * Collisions that occurred at the intersection of two of the surveyed streets are included in the data for both streets. The total number of collisions shown in the last row, therefore, is less than the sum of the numbers shown in the two collision columns. ** Collision Rate (collisions per million vehicle -mites) _ Collisions x 1000,000 No. of days x length x daily traffic