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CC - Item 4A - Approval Of Second Addendum To 1999 Endineering And Traffic SurveyZ Is t af epor TO: HONORABLE MAYOR AND MEMBERS ROSSEMEAD CITY COUNCIL FROM: CSIA YIZANK G. TRIPEPI, CITY MANAGER© DATE: AUGUST 8, 2000 RE: APPROVAL OF SECOND ADDENDUM TO 1999 ENGINEERING AND TRAFFIC SURVEY - MISSION DRIVE & DE ADALENA STREET In 1999, the City Council adopted the citywide Engineering and Traffic Survey. The survey included 36 street segments within the City. However, because of the Valley Boulevard reconstruction project, three streets - Valley Boulevard, Mission Drive, and De Adalena Street, were not surveyed at that time. Upon completion of construction on the street, staff surveyed Valley Boulevard and submitted the First Addendum to the traffic survey for City Council approval on September 14, 1999. Staff is now submitting the Second Addendum to the traffic survey for Mission Drive and De Adalena Street. This item was previously before the City Council on May 23, 2000. However, at that time, additional information on De Adalena Street was requested. Attached is the reported accident history and traffic collision report for De Adalena Street. RECOMMENDATION: It is recommended that the City Council approve the Second Addendum to the 1999 Engineering and Traffic Survey. Exhibits: Exhibit A -Second Addendum Exhibit B - Reported accident history and traffic collision report for De Adalena Street COUNCIL /`i1AGN.I]P1_. JJ ®,~l 1/"/{_y l/CiO1/1~~{/~ J I G7, AUK` 088 2000 1/22 ITEM No. 7y. Ct-A SWILLDAN rving Public Agencies March 14, 2000 Mr. Frank G. Tripepi City Manager City of Rosemead 8838 E. Valley Boulevard Rosemead, CA 91770 2/22 13191 Crossroads Parkway Non h, Suite =05 Industry, California 91746-3497 562/908-6200 fax 562/695-2120 www,willdan.com Subject: Engineering and Traffic Survey Addendum No. 2 - Mission Drive and De Adalena Street Dear Mr. Tripepi: Enclosed are the findings of the engineering and traffic surveys for Mission Drive and De Adalena Street. These surveys are to be included as an addendum to the Engineering and Traffic Survey passed by the City Council on January 26, 1999. A summary of the findings is as follows: Mission Drive • Valley Boulevard to Rosemead Boulevard 85th percentile speed - 41 mph 3-year accident history accidents) - 8 Calculated Accident Rate (accidents/million vehicle miles) - 0.90 Average Accident Rate (accidents/million vehicle miles) - 1.55 • Rosemead Boulevard to Walnut Grove Avenue 85th percentile speed - 40 mph 3-year accident history accidents) - 39 Calculated Accident Rate (accidents/million vehicle miles) - 0.78 Average Accident Rate (accidents/million vehicle miles) - 1.55 • Walnut Grove Avenue to West City Limits 85th percentile speed - 40 mph 3-year accident history accidents) - 9 Calculated Accident Rate (accidents/million vehicle miles) - 0.36 Average Accident Rate (accidents/million vehicle miles) - 1.55 EXHIBIT "All March 14, 2000 Page 2 De Adalena Street • Rosemead Boulevard to Ellis Lane 85th percentile speed - 37 mph 3-year accident history accidents) - 2 Calculated Accident Rate (accidents/million vehicle miles) - 3.05 Average Accident Rate (accidents/million vehicle miles) - 1.55 Based on the above findings and highway characteristics not readily apparent, the following speed limits are recommended: Mission Drive • Valley Boulevard to Rosemead Boulevard - 40 mph • Rosemead Boulevard to Walnut Grove Avenue - 40 mph • Walnut Grove Avenue to West City Limits - 40 mph De Adalena Street • Rosemead Boulevard to Ellis Lane - 25 mph This addendum was conducted in accordance with applicable provisions of the California Vehicle Code (CVC), following procedures outlined in the California Department of Transportation (Caltrans) Traffic Manual. The addendum is intended to satisfy the requirements of Section 40802(b) of the CVC to enable the continued use of radar for traffic speed enforcement. We appreciate the opportunity to serve the City of Rosemead on this matter. Very truly yours, WILLDAN Lew Gluesing, P.E. Manager Traffic and Transportation Services Enclosures No. 1683 9 y 11 " = v Exp.(o.3p•Ol w No. 45729 * Exp.12•~1.0 3/22 JIIss 10491\0 OM01 CITY OF ROSEMEAD App. By: ----422 ENGINEERING & TRAFFIC SURVEY (CVC SEC. 627) App. By: - APp. By: Street: Mission Drive between: Rosemead Blvd and Valley Blvd. Year of Surve 1993 1999 PART I: PREVAILING SPEED MEASUREMENT Location of Survey 8074 Mission E/O Encinta Ave. Date of Survey 10/4/93 9/28/99 15%ile 50%ile 85°/,ile 32 37 41 36 41 10m h Pace %of Veh 31-40(80%) 34-43(77%) Posted Limit (mph) 40m ph 40m ph PART II: ACCIDENT RECORDS Time Period Covered 1/1/90 - 12/31/92 7/1/97 - 6/30/99 Number of Mid-Block Accidents/Intersections 19 / 10 3/5 Accident L.A. County Avera a 1.79 A/MVM 1.55 A/MVM Rate Calculated 1.55 A/MVM 90 A/MVM C ART III: HIGHWAY & ROADSIDE CHARACTERISTICS NOT READILY APPARENT HIGHWAY: Horizontal curve W/O Horizontal curve W/O Valley Valley Geometric, access (driveways, intersection, other TRAFFIC: School crossing at School crossing at Rosemead and Newby Rosemead and Newby Pedestrians, parking turnover, , school crossings ROADSIDE: School N/S, Park N/S; School N/S, Park N/S; Commercial and Commercial and Land uses not apparent Residential S/S Residential S/S ark, school, etc. COMMENTS: PART IV: ADDITIONAL REMARKS RECOMMENDATION 40 (mph) 40 (mph) 10491\0307\M ISC01.3.XLS Traffic Studies, Inc. (TSI) MISSION DRIVE: VALLEY BLVD TO ROSEMEAD BLVD DIRECTION(S)....... BOTH DATA COLLECTED ON.. 9/28/1999 BEGINNING AT....... 9:30 POSTED SPEED LIMIT.40 MPH REPORT DATE........ 9/28/1999 CUM MPH NO. PCT. PCT. 0 0 0.0 0.0 1 0 0.0 0.0 2 0 0.0 0.0 3 0 0.0 0.0 4 0 0.0 0.0 5 0 0.0 0.0 6 0 0.0 0.0 7 0 0.0 0.0 8 0 0.0 0.0 9 0 0.0 0.0 10 0 0.0 0.0 11 0 0.0 0.0 12 0 0.0 0.0 13 0 0.0 0.0 14 0 0.0 0.0 15 0 0.0 0.0 16 0 0.0 0.0 17 0 0.0 0.0 18 0 0.0 0.0 19 0 0.0 0.0 20 0 0.0 0.0 21 0 0.0 0.0 22 0 0.0 0.0 23 0 0.0 0.0 24 0 0.0 0.0 25 0 0.0 0.0 26 0 .0.0 0.0 27 0 0.0 0.0 28 2 2.0 2.0 29 3 2.9 4.9 30 4 3.9 8.8 31 3 2.9 11.8 32 5 4.9 16.7 33 6 5.9 22.5 34 10 9.8 32.4 35 8 7.8 40.2 36 11 10.8 51.0 37 13 12.7 63.7 38 7 6.9 70.6 39 6 5.9 76.5 40 7 6.9 83.3 41 4 3.9 87.3 42 5 4.9 92.2 43 7 6.9 99.0 44 1 1.0 100 45 0 0.0 100 46 0 0.0 100 >46 0 0.0 100 5/22 50TH PERCENTILE SPEED .................3= 85TH PERCENTILE SPEED 10-MPH PACE SPEED 34 through PERCENT IN PACE SPEED 76.= PERCENT OVER PACE SPEED............ 1. PERCENT UNDER PACE SPEED........... 22.= RANGE OF SPEEDS .................28 to SPEEDS OBSERVED -122 AVERAGE SPEED .......................36. CUMULATIVE PERCENT VS. SPEED (MPH) 100 ****12 90 * 9C 80 8i' 70 * 7C 60 60 50 * 56 40 * 40 30 * 30 20 20 10 10 p+++++++++++++++++++++++++++++ p 0 10 20 30 40 PERCENT VS. SPEED (MPH) 15 15 10 5 0 10 20 30 40 10 5 ~ M c z W - H 3 pn J N W ~ W N D V O < ~Ky W C = W W m a o m o W~ N W w a N W QW F N a H z 0 F a z a Q D m K ,an ?l~1ty J ~ ~ ~=ao~vU1~1 ix a O U C \x/11 N W O O O O U- z w ~ Z U O<, OJ J lei S" 6/22 CITY OF ROSEMEAD ENGINEERING & TRAFFIC SURVEY (CVC SEC. 627) App. By: App By:.__. App. By: Street: Mission Drive between: Walnut Grove and Rosemead Year of Surve 1993 1999 PART I: PREVAILING SPEED MEASUREMENT Location of Survey 8714 Mission 8739 Mission Date of Survey 10/4/93 9/28/99 15%ile 50%ile 85%ile 32 37 42 37 40 10m h Pace of Veh 33-42(77%) 32-41 87% Posted Limit (mph) 40m ph 40m ph PART II: ACCIDENT RECORDS Time Period Covered 1/1/90 - 12/31/92 7/1/97 - 6/30/99 Number of Mid-Block Accidents/Intersections 33/10 7/32 Accident L.A. County Average 2.35 A/MVM 1.55 A/MVM Rate Calculated 1.55 A/MVM .78 A/MVM P ART III: HIGHWAY & ROADSIDE CHARACTERISTICS NOT READILY APPARENT HIGHWAY: Geometric, access (driveways, intersection, other TRAFFIC: School crossings at Ivar Same Avenue and Rosemead Pedestrians, parking turnover, Blvd. school crossings ROADSIDE: Commercial and Same Residential Land uses not apparent ark, school, etc. COMMENTS: PART IV: ADDITIONAL REMARKS RECOMMENDATION 40 (mph) 40 (mph) 7/22 10491 \0307\MISC01.2.XLS Traffic Studies, Inc. (TSI) MISSION DRIVE: ROSEMEAD BLVD TO WALNUT GROVE AVE DIRECTION(S)....... BOTH DATA COLLECTED ON.. 9/28/1999 BEGINNING AT....... 10:45 POSTED SPEED LIMIT.40 MPH REPORT DATE........ 9/28/1999 CUM MPH NO. PCT. PCT. 0 0 0.0 0.0 1 0 0.0 0.0 2 0 0.0 0.0 3 0 0.0 0.0 4 0 0.0 0.0 5 0 0.0 0.0 6 0 0.0 0.0 7 0 0.0 0.0 8 0 0.0 0.0 9 0 0.0 0.0 10 0 0.0 0.0 11 0 0.0 0.0 12 0 0.0 0.0 13 0 0.0 0.0 14 0 0.0 0.0 15 0 0.0 0.0 16 0 0.0 0.0 17 0 0.0 0.0 18 0 0.0 0.0 19 0 0.0 0.0 20 0 0.0 0.0 21 0 0.0 0.0 22 0 0.0 0.0 23 0 0.0 0.0 24 0 0.0 0.0 25 0 0.0 0.0 26 0 0.0 0.0 27 0 0.0 0.0 28 2 2.0 2.0 29 0 0.0 2.0 30 2 2.0 4.0 31 4 4.0 8.0 32 3 3.0 11.0 33 9 9.0 20.0 34 10 10.0 30.0 35 10 10.0 40.0 36 9 9.0 49.0 37 6 6.0 55.0 38 14 14.0 69.0 39 8 8.0 77.0 40 11 11.0 88.0 41 7 7.0 95.0 42 2 2.0 97.0 43 3 3.0 100 44 0 0.0 100 45 0 0.0 100 46 0 0.0 100 >46 0 0.0 100 8/22 50TH PERCENTILE SPEED 85TH PERCENTILE SPEED .................4C 10-MPH PACE SPEED 32 through PERCENT IN PACE SPEED 87.C PERCENT OVER PACE SPEED............ 5.C PERCENT UNDER PACE SPEED........... 8.0 RANGE OF SPEEDS .................28 to SPEEDS OBSERVED ......................1CC AVERAGE SPEED .......................36.5 CUMULATIVE PERCENT VS. SPEED (MPH) 100 ****1C 90 * or 80 8C 70 * 70 60 60 50 * 50 40 * c0 30 * 30 20 * 2C 10 10 p*********************►******** 0 0 10 20 30 40 PERCENT VS. SPEED (MPH) is 10 5 15 10 5 0 10 20 30 40 W~ 7 N W W a N r v F3 J W W U) WO F N O CL N o~ W VVyV^/,/ V K = W W m m o h 0 j II W W N b ~J O F O Z O U O < O z 8 NIA 9/22 M 5. 4 N W ~ W O C N O ~ U. O W Z U W c F J } 8 U < F 0 a p Ly U J ~ 3 CITY OF ROSEMEAD App. By: _ ENGINEERING & TRAFFIC SURVEY (CVC SEC. 627) App. By:~ 10/22 APP. By. Street: Mission between: West City Limits and, Walnut Grove Ave. Year of Survey 1993 1999 PART I: PREVAILING SPEED MEASUREMENT Location of Survey 8448 Mission Mission Date of Survey 10/12/93 9/28/99 15%ile 50%ile 85%ile 29 34 40 37 40 10m h Pace of Veh 29-38(65%) 32-41 86% Posted Limit (mph) 40m ph 40m ph PART II: ACCIDENT RECORDS Time Period Covered 1/1/90 - 12/31/92 7/1/97 - 6/30/99 Number of Mid-Block Accidents/Intersections 12/4 2/7 Accident L.A. Coun Average 1.55 A/MVM 1.55 A/MVM Rate Calculated .87 A/MVM .36 A/MVM C 4RT III: HIGHWAY & ROADSIDE CHARACTERISTICS NOT READILY APPARENT HIGHWAY: Speed Limit in San Same Gabriel 35mph Geometric, access (driveways, intersection, other TRAFFIC: Pedestrians, parking turnover, school crossings ROADSIDE: Park N/S, Residential Same Land uses not apparent ark, school, etc. COMMENTS: PART IV: ADDITIONAL REMARKS RECOMMENDATION 40 (mph) 40 (mph) 10491 \0307\MISCOI.I.XLS Traffic Studies, Inc. (TSI) MISSION DRIVE: WALNUT GROVE AVE TO W. CITY LIMITS DIRECTION(S)....... BOTH DATA COLLECTED ON.. 9/28/1999 BEGINNING AT....... 11:55 POSTED SPEED LIMIT.40 MPH REPORT DATE........ 9/28/1999 CUM MPH NO. PCT. PCT. 0 0 0.0 0.0 1 0 0.0 0.0 2 0 0.0 0.0 3 0 0.0 0.0 4 0 0.0 0.0 5 0 0.0 0.0 6 0 0.0 0.0 7 0 0.0 0.0 8 0 0.0 0.0 9 0 0.0 0.0 10 0 0.0 0.0 11 0 0.0 0.0 12 0 0.0 0.0 13 0 0.0 0.0 14 0 0.0 0.0 15 0 0.0 0.0 16 0 0.0 0.0 17 0 0.0 0.0 18 0 0.0 0.0 19 0 0.0 0.0 20 0 0.0 0.0 21 0 0.0 0.0 22 0 0.0 0.0 23 0 0:0 0.0 24 0 0.0 0.0 25 0 0.0 0.0 26 0 0.0 0.0 27 0 0.0 0.0 28 0 0.0 0.0 29 0 0.0 0.0 30 3 2.9 2.9 31 3 2.9 5.9 32 3 2.9 8.8 33 6 5.9 14.7 34 9 8.8 23.5 35 12 11.8 35.3 36 13 12.7 48.0 37 8 7.8 55.9 38 9 8.8 64.7 39 7 6.9 71.6 40 15 14.7 86.3 41 6 5.9 92.2 42 1 1.0 93.1 43 6 5.9 99.0 44 1 1.0 100 45 0 0.0 100 46 0 0.0 100 >46 0 0.0 100 11/22 50TH PERCENTILE SPEED 37 , 85TH PERCENTILE SPEED 10-MPH PACE SPEED 32 through PERCENT IN PACE SPEED 86.3 PERCENT OVER PACE SPEED............ 7.8 PERCENT UNDER PACE SPEED........... 5.9 RANGE OF SPEEDS .................30 to 4= SPEEDS OBSERVED ......................102 AVERAGE SPEED .......................37.0 CUMULATIVE PERCENT VS. SPEED (MPH) 100 ****10 90 * 90 80 80 70 * 70 60 60 50 * 50 40 40 30 30 20 20 10 * 10 p*r*******************r******** p 0 10 20 30 40 PERCENT VS. SPEED (MPH) 15 10 5 0 10 20 30 40 15 10 5 C f 3 O W W a WN N O CL 6 z W V '1 rc C = W W m o co o O Y- W } N C W W a N H W W N 1 ~M `\I lr z N 4 O Z O F < U U ~ z 0 F 0 z 0 U O O C E O ``9~DN~•~M~•1~y1Mt^ H J N \ W N = W F ~ p < m J l i 12/22 CITY OF ROSEMEAD ENGINEERING & TRAFFIC SURVEY (CVC SEC. 627) Street: De Adalena Street between: Rosemead Blvd.. , App. By: App. By: App. By: and Ellis Lane Year of Survey N/A 2000 PART I: PREVAILING SPEED MEASUREMENT Location of Survey Mid-Block Date of Radar Sample 2/1/00 15%ile 50%ile 85%ile 29 37 10mph Pace of Veh) 25-34 (71.4%) Posted Limit (mph) 25 mph PART II: ACCIDENT RECORDS Time Period Covered 7/1/97 - 6/30/99 Number of Mid-Block Accidents/Intersections 210 Accident L.A. County Average 1.55 A/MVM Rate Calculated 3.05 A/MVM %RT III: HIGHWAY & ROADSIDE CHARACTERISTICS NOT READILY APPARENT HIGHWAY: NIA High driveway access; no stripping; 39'8" AC w Geometric, access C&G (driveways, intersection, other) TRAFFIC: N/A Moderate turnover Pedestrians, parking turnover, school crossings ROADSIDE: NIA Residential, School Land uses not apparent (park, school, etc.) COMMENTS: PART IV: ADDITIONAL REMARKS No survey Available for Speed limit reduced from prior years 85%ile due to high calculated accident rate. RECOMMENDATION (mph) 25 (mph) 3/22 10491 \0307\11 SC01.4.XLS Traffic Studies, Inc. (TSI) DEADALENA: Rosemead To Ellis DIRECTION(S)....... both DATA COLLECTED ON.. 2/23/2000 BEGINNING AT....... 3:45 POSTED SPEED LIMIT.25 MPH REPORT DATE........ 2/23/2000 CUM MPH NO. PCT. PCT. 0 0 0.0 0.0 1 0 0.0 0.0 2 0 0.0 0.0 3 0 0.0 0.0 4 0 0.0 0.0 5 0 0.0 0.0 6 0 0.0 0.0 7 0 0.0 0.0 8 0 0.0 0.0 9 0 0.0 0.0 10 0 0.0 0.0 11 0 0.0 0.0 12 0 0.0 0.0 13 0 0.0 0.0 14 0 0.0 0.0 15 0 0.0 0.0 16 0 0.0 0.0 17 0 0.0 0.0 18 0 0.0 0.0 19 0 0.0 0.0 20 1 1.6 1.6 21 1 1.6 3.2 22 1 1.6 4.8 23 2 3.2 7.9 24 1 1.6 9.5 25 10 15.9 25.4 26 1 1.6 27.0 27 6 9.5 36.5 28 8 12.7 49.2 29 1 1.6 50.8 30 4 6.3 57.1 31 4 6.3 63.5 32 5 7.9 71.4 33 4 6.3 77.8 34 2 3.2 81.0 35 1 1.6 82.5 36 1 1.6 84.1 37 2 3.2 87.3 38 0 0.0 87.3 39 0 0.0 87.3 40 3 4.8 92.1 41 1 1.6 93.7 42 1 1.6 95.2 43 2 3.2 98.4 44 1 1.6 100 45 0 0.0 100 46 0 0.0 100 >46 0 0.0 100 14/22 50TH PERCENTILE SPEED .................29 85TH PERCENTILE SPEED..... .............3 10-MPH PACE SPEED 25 through 34 PERCENT IN PACE SPEED 71.4 PERCENT OVER PACE SPEED............ 19.0 PERCENT UNDER PACE SPEED........... 9.5 RANGE OF SPEEDS .................20 to 44 SPEEDS OBSERVED 63 AVERAGE SPEED .......................30.3 CUMULATIVE PERCENT VS. SPEED (MPH) ****10 100 90 * 90 80 80 70, * 70 60 60 50 50 40 40 30 30 20 20 10 10 p********************* p 0 10 20 30 40 PERCENT VS. SPEED (MPH) 15 10 5 15 10 5 0 10 20 30 40 W} Q: N c W W = C_ d y t V J n1 v l/ N 0 W~ ~ i si W C in N yW~ O < W m d 4 m O N IL O Z 0 F c z 0 U O C C ~ N VI ` W V 0 O C O 2 W O' < ~ Z 0 R Y w N GI 0- 16/22 TO: Jessica Wilkinson; Associate Planner FROM: Joanne Itagaki, Traffic Engineering Deputy DATE: May 30, 2000 RE: Reported Accident History on De Adalena Street - Engineering and Traffic Survey Addendum No. 2 As requested by Councilmember Taylor, the reported accident history on De Adalena Street for the Engineering and Traffic (E & T) Survey Addendum No. 2 has been researched. Attached is the summary of the accidents as reported by the California Statewide Integrated Traffic Records System (SWITRS). Based on this summary, the reported accidents can be described as follows: Location and Description 1. 550 feet east of Rt. 164 Day/Date/Time Monday, May 11, 1998, 4:40 p.m. Eastbound vehicle proceeding straight collided head-on with a westbound parked vehicle. The cause of the collision was inattention. No injuries were reported. 2. 800 feet east of Rosemead BI. Sunday,July, 11, 1999,11:00 p.m. A vehicle traveling in an unknown direction sideswiped a westbound parked vehicle. The cause of the collision was not stated. No injuries were reported. The complete accident reports could be obtained from the Temple Sheriffs Station if more detailed information is necessary. Should you have any questions about the SWITRS report, please contact me at (562) 908-6226. JRRsdAdmin & Council\DeAdalena Accioen! 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