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TC - Item 3A - Traffic Calming Measures for Location 3: Kelburn Avenue between Garvey Avenue and Graves AvenueROSEMEAD TRAFFIC COMMISSION TO: TRAFFIC COMMISSION FROM: DIRECTOR OF PUBLIC WORKS DATE: SEPTEMBER 5, 2024 STAFF REPORT SUBJECT: TRAFFIC CALMING REVIEW ALONG KELBURN AVENUE BETWEEN GARVEY AVENUE AND GRAVES AVENUE SUMMARY On behalf of the City of Rosemead, engineering staff has completed a review of the road segment along Kelburn Avenue, as well as recommended appropriate improvements at the location of Kelburn Avenue between Garvey Avenue and Graves Avenue. The City of Rosemead has received a request to review the segment of Kelburn Avenue, between Garvey Avenue and Graves Avenue. The city is requesting to evaluate this segment for the installation of traffic calming measures. In response to this request and on behalf of the City, engineering staff has completed a traffic review of this segment of Kelburn Avenue to determine if the street segment qualifies for the installation of traffic calming measures. ANALYSIS The traffic review included an analysis of the existing roadway conditions, a field review, and a review of approximately 3 -years of available collision data. Existing Conditions: Kelburn Avenue is a north/south roadway, classified as a local road per the California Road Systems Map by Caltrans. This segment of Kelburn Avenue extends from Graves Avenue, approximately 2950 -ft north to Garvey Avenue. Kelburn Avenue at Garvey Avenue is a signalized intersection, and the intersection at Kelburn Avenue and Graves Avenue is stop controlled on the minor street for southbound traffic approaching Graves Avenue. The roadway measures approximately 35 -ft in width, with one 17.5 -ft lane in each direction and no marked centerline. Parking is allowed along both sides of the street, except during street sweeping times and along City Traffic Commission Meeting September 5, 2024 Page 2 of 2 segments marked with red curb. Street sweeping times are on Friday, from loam to 2pm. Land use along this area of Kelburn Avenue consists mostly of single-family residential housing, and a commercial area on the north side of the segment, near the intersection with Kelburn Avenue and Garvey Avenue. STAFF RECOMMENDATION After a thorough review of existing field and traffic conditions and per the guidelines in the California Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), and based on engineering judgement, it was determined that the segment along Kelburn Avenue between Garvey Avenue and Graves Avenue meets the requirements for the installation of traffic calming devices along the street. Please refer to the Installation Exhibit in Attachment A for a conceptual exhibit representation of the proposed recommendations. These improvements include: 1. INSTALL "23' MPH SPEED LIMIT SIGN (R2-1) AND "23' PAVEMENT LEGEND. Install two "25" Speed Limit Signs (R2-1) along Kelburn Avenue, at the following locations: a. Install speed limit sign along the west side of Kelburn Avenue, approximatelly 340 -ft south of Garvey Avenue, for southbound traffic. Install "25" Pavement Legend adjacent to the new speed limit signage. b. Install speed limit sign along the east side of Kelburn Avenue, approximatelly 100 -ft north of Graves Avenue, for northbound traffic. Install "25" Pavement Legend adjacent to the new speed limit signage. 2. INSTALL DOUBLE YELLOW CENTERLINE: Install double yellow centerline along Kelburn Avenue, between the intersections of Garvey Avenue to Graves Avenue. Install the centerline along the entire roadway segment. Prepared by: Allison Richter, Contract Traffic Engineering Division Attachments: A. Attachment A — Technical Traffic Engineering Report ea TRANSTEch TO: City of Rosemead, Department of Public Works FROM: Transtech Engineers, Inc. DATE: September 5, 2024 SUBJECT: TRAFFIC CALMING REVIEW ALONG KELBURN AVENUE BETWEEEN GARVEY AVENUE AND GRAVES AVE NUE INTRODUCTION The City of Rosemead has received a request to review the segment of Kelburn Avenue, between Garvey Avenue and Graves Avenue. The city is requesting to evaluate this segment for the installation of speed humps, and other traffic calming measures. In response to this request and on behalf of the City, engineering staff has completed a traffic review along the segment. The traffic review included a review of existing conditions of the segment, 3 -years of available collision data, Average Daily Traffic (ADT) counts and 24-hour speed survey counts. Figure 1: Vicinity Map �Y LEGEND --------9 Segment: Kelburn Avenue between Garvey Avenue and Graves Avenue (2,950 Feet) Cos-lt� eAD Prepared By: Transtech Engineers, Inc. I Page 1 of 14 TRAFFIC REVIEW OF KELBURN AVENUE BETWEEN GARVEY AVENUE AND GRAVES AVENUE EXISTING CONDITIONS Figure 2: Existing Conditions Diagram — Kelburn Avenue between Garvey Avenue and Graves Avenue r 43 - •, ,t as �. ���.� s�,1E •i �' - w nr- ' A LEGEND "No Parking on { No Stopping at Any PARKING Friday; 10AM-2PM; STOPPING Time Sign (R28 ® Stop Sign (111-1) FRIDAY nNv 16.2vA Street Sweeping" TIME (S)(CA)) (R30A (CA)) Variation 4 No Trucks Over 3 Handicap Parking Only Tons Sign (115-2 Sign (R99 (CA)) v�sOmas Variation) 11 Kelburn Avenue: Within the City of Rosemead, Kelburn Avenue is an north/south roadway, classified as a local road per the California Road Systems Map by Caltrans. This segment of Kelburn Avenue extends from Graves Avenue, approximately 2950 -ft north to Garvey Avenue. Kelburn Avenue at Garvey Avenue is a signalized intersection, and the intersection at Kelburn Avenue and Graves Avenue is stop controlled on the minor street for southbound traffic approaching Graves Avenue. The roadway measures approximately 35 -ft in width, with one 17.5 -ft lane in each direction and no marked centerline. Parking is allowed along both sides of the street, except during street sweeping times and along segments marked with red curb. Street sweeping times are on Friday, from 10am to 2pm. Land use along this area of Kelburn Avenue consists mostly of single-family residential housing, and a commercial area on the north side of the segment, near the intersection with Kelburn Avenue and Garvey Avenue. t Cos-leAD ,oaT,=sm,,ow�ame,w Prepared By: Transtech Engineers, Inc. I Page 2 of 14 TRAFFIC REVIEW OF KELBURN AVENUE BETWEEN GARVEY AVENUE AND GRAVES AVENUE COLLISION DATA Collision data was obtained from the computerized collision records system maintained by the State of California Statewide Integrated Traffic Records System (SWITRS). A review of collision history along this segment of Kelburn Avenue, between Garvey Avenue and Graves Avenue, was conducted over a 3 year period between January 2021 to the most recent available data, December 2023. Based on the information provided, a summary breakdown of the number of relevant collisions within the studied segment are listed below and shown in Table 1. 2023-0 collisions 2022-1 collisions 2021-2 collisions TOTAL: 0 collision Collision Breakdown - Type Veh vs. Veh vs. Veh vs. Veh Ped/Bike Obj/Pkd Veh 0 0 3 Collision Breakdown -Year 2023 2022 2021 0 1 2 Table 1: Collision Table, Kelburn Avenue between Garvey Avenue and Graves Avenue Cos-leAD ,oaT,=sm,,ow�ame,w Prepared By: Transtech Engineers, Inc. I Page 3 of 14 Severity 1- Fatal 2 -Severe Injury Motor Day Lighting 3 - Other Visible Vehicle, Collison Factor Primary Primary Secondary of (Day, Collision # Date Dist. Time Injury Pedestrian, and Detail Collision # inj Road Road the Night, Type 4-Complaintof Bicycle Descriptions Factor Week Etc.) Pain Involved 5 - Prop Dam Only (PDO) SB DRVR AT KELBURN NEWMARK UNSAFE 1 1/7/22 39S 23:10 FRI DARK -ST EAD-ON 5 PKD MV UNSAFE SPEED 0 AVENUE AVE SPEED HIT NB PKD MV SB DRVR KELBURN NEWMARK DAY HIT TURNING IMPROPER 2 10/13/21 37 N 1:00 WED 5 PKD MV 0 AVENUE AVE LIGHT OBJECT RIGHT HIT NB TURN PKD MV KELBURN GRAVES DAY DRVR BACKING STRTNG/ 3 5/9/21 460 N 1:00 SUN OTHER 5 PKD MV 0 AVENUE AVENUE LIGHT HIT PRKD MV BCKNG Cos-leAD ,oaT,=sm,,ow�ame,w Prepared By: Transtech Engineers, Inc. I Page 3 of 14 TRAFFIC REVIEW OF KELBURN AVENUE BETWEEN GARVEY AVENUE AND GRAVES AVENUE AVERAGE DAILY TRAFFIC (ADT) As a part of this traffic review, Average Daily Traffic (ADT) counts were recorded on three different days: on Thursday, March 21, on Friday, March 22, and on Saturday, April 20, 2024. This data was taken along Kelburn Avenue, between Garvey Avenue and Graves Avenue. A summary of ADT data is shown in Table 2: Average Daily Traffic (ADT). The Average Daily Traffic reports are attached (Attachment 1) at the end of the report. Table 1: Average Daily Traffic (ADT), taken on Thursday, March 21, 2024. Location Vehicles per Day (vpd) Vehicles per Day (vpd) 3/21/2024 3/21/2024 Kelburn Avenue between Garvey Avenue and Graves NB 465 Avenue Vehicles per Day (vpd) 3/21/2024 SB TOTAL 521 986 Table 2: Average Daily Traffic (ADT), taken on Friday, March 22, 2024. Vehicles per Day (vpd) Vehicles per Day (vpd) Vehicles per Day (vpd) Location 3/22/2024 3/22/2024 3/22/2024 Kelburn Avenue between Garvey Avenue and Graves NB 448 Avenue SB TOTAL 537 1 985 Table 3: Average Daily Traffic (ADT), taken on Saturday, April 20, 2024. Vehicles per Day (vpd) Vehicles per Day (vpd) Vehicles per Day (vpd) Location 4/20/2024 4/20/2024 1 4/20/2024 Kelburn Avenue between Garvey Avenue and Graves NB SB TOTAL 358 468 826 Avenue SPEED SURVEY To assess the speed at which vehicles are traveling alongthis segment of Kelburn Avenue, between Garvey Avenue and Graves Avenue, 24-hour speed surveys were taken on three different days. Data was collected on Thursday, March 21, on Friday, March 22, and on Saturday, April 20, 2024. The average 85th percentile speed of vehicles traveling along the segment was found to be 31MPH. This means that 85 percent of the vehicles sampled were traveling at 31 MPH, or below, which is 6 MPH above the prima facie speed limit of 25 MPH. Table 4 below shows the Thursday, March 21,2024, Friday, March 22, 2024, and Saturday, April 20, 2024, speed survey results. The speed summary is attached (Attachment 2) at the end of the report. t^ Cos-leAD ,oaT,=sm,,ow�ame,w Prepared By: Transtech Engineers, Inc. I Page 4 of 14 TRAFFIC REVIEW OF KELBURN AVENUE BETWEEN GARVEY AVENUE AND GRAVES AVENUE 4: Speed Survey along Kelburn Avenue between Garvey Avenue and Graves Avenue (3/21/24,3/22/24, Dir. of Date/Time of Location 85%ile Speed Prima Facie Speed Limit Travel Survey Kelburn Avenue between Garvey Avenue and Graves NB/SB 3/21/2024 24-hour 30 MPH 31 MPH 25 MPH Kelburn Avenue between NB/SB 3/22/2024 Garvey Avenue and Graves 24-hour 25 MPH Kelburn Avenue between NB/SB 4/20/2024 33 MPH Garvey Avenue and Graves 24-hour 25 MPH PROPOSED SPEED HUMP CRITERIA The City is in the process of developing a Traffic Calming Policy that would include criteria for the installation of speed humps. The policy would need to be considered and approved by City Council prior to the recommendation and installation of a speed hump. Within the proposed traffic calming policy that is currently being developed, a street must meet the following criteria to be considered for a speed hump, including: Items that are typically required for the installation of speed humps includes: • Residential Street, or a Local Road • Posted Speed Limit of 30 MPH or below • ADT (Average Daily Traffic) of 500 to 2500 vehicles • One lane each direction, with a roadway width of 40 -feet or less • Resident Petition Although the residents asked for speed hump installation at this location, speed humps cannot be considered at this time without official review and approval by City Council. RECOMMENDATIONS After a review of existing traffic conditions and following the proposed speed hump criteria, the California Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), and based on engineering judgement, it was determined that the segment of Kelburn Avenue, between Garvey Avenue and Graves Avenue, qualifies for the installation of traffic calming measures. The following improvements are recommended and shown in the Recommendation Exhibit below: 1. INSTALL "25" MPH SPEED LIMIT SIGN (112-1) AND "25" PAVEMENT LEGEND. Install two "25" Speed Limit Signs (R2-1) along Kelburn Avenue, at the following locations: �,t ' OSE►WE'AD Prepared By: Transtech Engineers, Inc. I Page 5 of 14 TRAFFIC REVIEW OF KELBURN AVENUE BETWEEN GARVEY AVENUE AND GRAVES AVENUE a. Install speed limit sign along the west side of Kelburn Avenue, approximatelly 340 -ft south of Garvey Avenue, for southbound traffic. Install "25" Pavement Legend adjacent to the new speed limit signage. b. Install speed limit sign along the east side of Kelburn Avenue, approximatelly 100 -ft north of Graves Avenue, for northbound traffic. Install "25" Pavement Legend adjacent to the new speed limit signage. 2. INSTALL DOUBLE YELLOW CENTERLINE: Install double yellow centerline along Kelburn Avenue, between the intersections of Garvey Avenue to Graves Avenue. Install the centerline along the entire roadway segment. �,t ' OSE►WE'AD Prepared By: Transtech Engineers, Inc. I Page 6 of 14 RECOMMENDATION EXHIBIT: ROSEMEAD, CA- KELBURN AVENUE BETWEEN GRAVES AVENUE AND GARVEY AVENUE Date Prepared. 9-5-24. 1a S A N yt OINSTALL "25" MPH SPEED LIMIT SIGN (R2-1) AND "25" PAVEMENT LEGEND. Install two "25" Speed Limit Signs (112-1) along r 1 Kelburn Avenue, at the following locations: a. Install speed limit sign along the west side of Kelburn Avenue, approximatelly 340 -ft south of Garvey Avenue, for southbound traffic. Install "25" Pavement Legend adjacent to the new speed limit signage. SPEED b. Install speed limit sign along the east side of Kelburn Avenue, approximatelly 100 -ft north of Graves Avenue, for LIMIT northbound traffic. Install "25" Pavement Legend adjacent to the new speed limit signage. 25 OINSTALL DOUBLE YELLOW CENTERLINE: Install double yellow centerline along Kelburn Avenue, between the intersections of 2 Garvey Avenue to Graves Avenue. Install the centerline along the entire roadway segment. UUMAM �Wa 2771k- 0 lit - OINSTALL "25" MPH SPEED LIMIT SIGN (R2-1) AND "25" PAVEMENT LEGEND. Install two "25" Speed Limit Signs (112-1) along r 1 Kelburn Avenue, at the following locations: a. Install speed limit sign along the west side of Kelburn Avenue, approximatelly 340 -ft south of Garvey Avenue, for southbound traffic. Install "25" Pavement Legend adjacent to the new speed limit signage. SPEED b. Install speed limit sign along the east side of Kelburn Avenue, approximatelly 100 -ft north of Graves Avenue, for LIMIT northbound traffic. Install "25" Pavement Legend adjacent to the new speed limit signage. 25 OINSTALL DOUBLE YELLOW CENTERLINE: Install double yellow centerline along Kelburn Avenue, between the intersections of 2 Garvey Avenue to Graves Avenue. Install the centerline along the entire roadway segment. UUMAM TRAFFIC REVIEW OF KELBURN AVENUE BETWEEN GARVEY AVENUE AND GRAVES AVENUE ATTACHMENTS 1. Average Daily Traffic (ADT) Count (VOLUME): along Kelburn Avenue, between Garvey Avenue and Graves Avenue. Counts taken on: a. Thursday, March 21, 2024 b. Friday, March 22, 2024 c. Saturday, April 20, 2024 2. 24 Hour Speed Counts (SPEED): along Kelburn Avenue, between Garvey Avenue and Graves Avenue. Counts taken on: a. Thursday, March 21, 2024 b. Friday, March 22, 2024 c. Saturday, April 20, 2024 OSEeE'AD Prepared By: Transtech Engineers, Inc. I Page 8 of 14 TRAFFIC REVIEW OF KELBURN AVENUE BETWEEN GARVEY AVENUE AND GRAVES AVENUE Attachment 1A. Average Daily Traffic (ADT) Count, along Kelburn Avenue, between Garvey Avenue and Graves Avenue. Thursday, March 21, 2024 Prepared by National Data & Surveying Services VOLUME Kelburn Ave Bet Garvey Ave & Graves Ave Day: Thursday Date: 3/21/2024 City: Rosemead Project#: CA24_020090_003 AM Peak H— DA I LY TOTALSNB 07:45 PM Peak Hour SB 17:— FB AM Pk Volume WB 38 75 PM Pk Volume 38 56 88 Pk Hr Factor 0.979 465 521 Pk Hr Factor 1 0.875 1 7-9Volume 72 F 986 4-6 Volume r 98 164 EB 07:45 07:30 07:45 4 - 6 Peak • ST EB -- _K TOTAL 32 OO:OO 0• 2• 0 0• 2 0.979 12:00 7 8 O 0• 15 00:15 1 2 0 O 3 12:15 6 13 O 0 19 00:30 0 2 0 0 2 12:30 7 2 0 0 9 00:45 1 2 r 2 8 r 0 r 0 3 10 12:45 5 26 r 5 29 r 0 r 0 12 55 01:00 0 1 0 O 1 13:00 6 8 O O 14 01:15 0 1 0 O 1 13:15 7 10 O O 17 01:30 0 1 0 O 1 13:30 4 5 O O 9 01:45 4 4 2 5 0 0 6 9 13:45 8 25 5 28 O O 13 53 02:00 1 O 0 0 1 14:00 5 7 O 0 12 02:15 O 1 O 0 1 14:15 8 7 O O 15 02:30 1 1 O 0 2 14:30 6 5 O O 11 02:45 1 1 3 r 0 2 r 0 r 0 1 5 14:45 1 10 29 r 7 26 r 0 r 0 17 55 03:00 0 1 0 0 1 15:00 6 8 O O 14 03:15 0 0 0 0 15:15 15 6 O O 21 03:30 1 2 0 0 3 15:30 7 12 0 0 19 03:45 1 2 r 2 5 r 0 r 0 3 7 15:45 7 35 r 3 29 r 0 r 0 30 54 04:00 0 0 0 O 16:00 7 11 O O 18 04:15 1 O 0 O 1 16:15 9 10 O O 19 04:30 1 1 0 O 2 16:30 14 9 O O 23 04:45 3 5 1 2 0 0 4 7 16:45 4 34 12 42 O O 16 76 05:00 2 0 0 O 2 17:00 5 10 O 0 15 05:15 1 0 0 O 1 17:15 8 16 O O 24 05:30 1 1 00 2 17:30 9 16 O O 25 05:45 1 5 r 1 2 r 0 r 0 2 7 17:45 10 32 r 14 56 r 0 r 0 24 88 06:00 2 1 0 0 3 18:00 5 9 O O 14 06:15 2 3 0 0 5 18:15 4 9 O O 13 06:30 5 2 0 0 7 18:30 5 16 O O 21 06:45 1 5 15 r 4 10 r 0 r 0 10 25 18:45 1 4 18 r 7 41 r 0 r 0 11 59 07:00 6 2 0 O 8 19:00 10 4 0 O 14 07:15 5 5 0 O 10 19:15 5 7 0 O 12 07:30 6 11 0 O 17 19:30 5 10 0 O 15 07:45 11 28 6 24 0 O 17 52 19:45 7 27 6 27 O O 13 54 08:00 12 9 0 O 21 20:00 6 12 O 0 18 08:15 12 6 0 O 18 20:15 6 7 O 0 13 08:30 12 8 0 O 20 20:30 2 4 O O 6 08:45 8 44 r 8 31 r 0 r 0 16 75 20:45 8 22 r 3 26 r 0 r 0 11 48 09:00 9 6 0 0 15 21:00 5 1 0 O 6 09:15 9 8 0 0 17 21:15 3 2 0 O 5 09:30 7 5 0 0 12 21:30 2 5 O O 7 09:45 9 34 r 9 28 r 0 r 0 18 62 21:45 1 11 r 7 15 r 0 r 0 8 26 10:00 8 11 0 0 19 22:00 3 5 0 O 8 10:15 9 4 0 0 13 22:15 1 6 0 O 7 10:30 7 6 0 0 13 22:30 O 2 O O 2 10:45 6 30 6 27 0 0 12 57 22:45 2 6 5 18 O O 7 24 11:00 6 6 0 0 12 23:00 2 3 O O 5 11:15 9 9 0 0 18 23:15 1 2 O 0 3 11:30 5 10 O 0 15 23:30 O 2 O O 2 11:45 3 23 r 7 32 r 0 r 0 10 55 23:45 2 5 1 B 0 r 0 3 13 TOTALS 195 176 371 TOTALS 270 345 615 SPLrr% 52.6% 47.4% 37.6% SPLT% 43.9% 56.1% 62A% J&DAILY TOTALS L 521L 0 JW AM Peak H— OS 11:30 07:45 PM Peak Hour 1-:-7 17:— 17:00 AM Pk Volume 47 38 75 PM Pk Volume 38 56 88 Pk Hr Factor 0.979 0.731 0.905 Pk Hr Factor 0.633 0.875 0.880 7-9Volume 72 55 127 4-6 Volume 66 98 164 07:45 07:30 07:45 4 - 6 Peak 16.00 1700 17:00 -- _K 47 32 76 4- 6 Pk 34 56 88 Pk Hr Factor 0.979 0.727 0.905 Pk Hr Factor 0.607 0.875 0.880 4 OS EI ,oa•�E'AD ,=sm, .. Prepared By: Transtech Engineers, Inc. I Page 9 of 14 TRAFFIC REVIEW OF KELBURN AVENUE BETWEEN GARVEY AVENUE AND GRAVES AVENUE Attachment 1B. Average Daily Traffic (ADT) Count, along Kelburn Avenue, between Garvey Avenue and Graves Avenue. Friday, March 22, 2024 Prepared by National Data & Surveying Services VOLUME Kelburn Ave Bet Garvey Ave & Graves Ave Day: Friday Date: 3/22/2024 City: Rosemead Project#: CA24 020090 003 AM Peak Hour DAILY 0915 TOTALS PM Peak Hour 1445 1715 17:15 AM Pk Volume 48 37 79 PM Pk Volume 39 53 85 Pk Hr Factor 0.923 PM Perio4'SB 0.940 Pk Hr Factor 0.609 0.883 0.885 WB TOTAL 55 AM Period NB 513 EB WB TOTAL 00:00 1 156 2 07:45 0 0 3 16:00 12:00 5 6 34 0 0 15 51 00AS 1 0.923 4 0.940 0 0 5 0.823 12:15 6 13 0 0 19 00:30 0 2 0 0 2 12:30 5 2 0 0 7 00:45 0 2 r 1 9 r 0 r 0 1 11 12:45 7 27 r 6 27 r 0 r 0 13 54 01:00 1 2 0 0 3 1100 6 12 0 0 18 01:15 0 1 0 0 1 13:15 8 12 0 0 20 01:30 0 0 0 0 13:30 3 4 0 0 7 01:45 3 4 r 4 7 r 0 r 0 7 11 13:45 7 24 r 5 33 r 0 r 0 12 57 02:00 4 1 0 0 5 14:00 3 8 0 0 11 02:15 0 1 0 0 1 14:15 6 5 0 0 11 02:30 0 0 0 0 14:30 6 6 0 0 12 02:45 1 1 5 r 1 3 r 0 r 0 2 8 14:45 1 10 25 r 7 26 r 0 r 0 17 51 03:00 0 0 0 0 15:00 5 5 0 0 10 03:15 0 0 0 0 15:15 16 7 0 0 23 03:30 1 1 0 0 2 15:30 8 11 0 0 19 03:45 0 1 r 2 3 r 0 r 0 2 4 15:45 6 35 r 4 27 r 0 r 0 10 62 04:00 1 0 0 0 1 16:00 5 12 0 0 17 04:15 0 0 0 0 16:15 12 9 0 0 21 04:30 0 0 0 0 16:30 12 11 0 0 23 04AS 3 4 r 1 1 r 0 r 0 4 5 16A5 3 32 r 13 45 r 0 r 0 16 77 05:00 1 0 0 0 1 17M 3 9 0 0 12 OSAS 0 1 0 0 1 17:15 9 15 0 0 24 05:30 2 0 0 0 2 17:30 8 14 0 0 22 05:45 1 0 3 r 1 2 r 0 r 0 1 5 17:45 1 9 29 r 12 50 r 0 r 0 21 79 06:00 1 1 0 0 2 18:00 6 12 0 0 18 06:15 3 2 0 0 5 18:15 3 9 0 0 12 06:30 5 3 0 0 8 18:30 4 14 0 0 18 06:45 4 13 r 2 8 r 0 r 0 6 21 18:45 4 17 r 6 41 r 0 r 0 10 58 07:00 6 1 0 0 7 19:00 11 5 0 0 16 WAS 5 4 0 0 9 19:15 5 8 0 0 13 07:30 5 11 0 0 16 19:30 7 11 0 0 18 07AS 13 29 r 5 21 r 0 r 0 18 50 19:45 7 30 r 7 31 r 0 r 0 14 61 08:00 12 9 0 0 21 20:00 7 12 0 0 19 WAS 11 8 0 0 19 20:15 5 6 0 0 11 08:30 12 9 0 0 21 20:30 2 4 0 0 6 08:45 1 6 41 r 6 34 r 0 r 0 14 75 20:45 1 11 25 r 3 25 r 0 r 0 14 50 09:00 8 6 0 0 14 21:00 5 2 0 0 7 09:15 10 9 0 0 19 21:15 2 3 0 0 5 09:30 5 7 0 0 12 21:30 1 7 0 0 8 09AS 9 32 r 10 32 r 0 r 0 19 64 21:45 2 10 r 7 19 r 0 r 0 9 29 10:00 6 11 0 0 17 22:00 2 6 0 0 8 WAS 9 6 0 0 15 22:15 0 6 0 0 6 10:30 7 7 0 0 14 22:30 1 3 0 0 4 WAS 6 28 r 6 30 r 0 r 0 12 58 22:45 2 5 r 5 20 r 0 r 0 7 25 11:00 5 7 0 0 12 23:00 2 3 0 0 5 11:15 10 10 0 0 20 23:15 0 2 0 0 2 11:30 4 9 0 0 13 23:30 1 3 0 0 4 11:45 1 2 21 r 7 33 r 0 r 0 9 54 1 23:45 13 6 r 2 10 r 0 r 0 5 16 TOTALS 183 183 366 1 TOTALS 1 265 354 619 SPLIT% 1 50.0% 50.0% 1 37.2% SPLIT% 1 42.8% 57.2% 62.8% • DAILY TOTALS' B Tertal r F 985 AM Peak Hour WAS 0915 07:45 PM Peak Hour 1445 1715 17:15 AM Pk Volume 48 37 79 PM Pk Volume 39 53 85 Pk Hr Factor 0.923 0.841 0.940 Pk Hr Factor 0.609 0.883 0.885 7-9Volume 70 55 125 4-6 Volume 61 95 156 7-9 Peak Hour 07:45 08:00 07:45 4-6 Peak Hour 16:00 1645 17:00 48 34 79 4-6 Pk 32 51 79 Pk Hr Factor 0.923 0.944 0.940 Pk Hr Factor 0.667 0.850 0.823 4 OS EI ,oaT�E'AD ,=sm, .. Prepared By: Transtech Engineers, Inc. I Page 10 of 14 TRAFFIC REVIEW OF KELBURN AVENUE BETWEEN GARVEY AVENUE AND GRAVES AVENUE Attachment 1C. Average Daily Traffic (ADT) Count, along Kelburn Avenue, between Garvey Avenue and Graves Avenue. Saturday, April 20, 2024 Prepared by National Data & Surveying Services VOLUME Kelburn Ave Bet Garvey Ave & Graves Ave Day: Saturday Date: 4/20/2024 City: Rosemead Project8: CA24_02OD90_003 4 DAILYTOTALS EI ,oaT�E'AD ,=sm, .. 1\113 S B EB WB Tota I 358 468 t t 826 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 0 2 0 0 2 129)0 7 7 0 0 14 00:15 0 6 0 0 6 12:15 9 10 0 0 19 00:30 1 2 0 0 3 12:30 4 7 0 0 11 00:45 0 1 r 1 11 r 0 r 0 1 12 12:45 4 24 r 6 30 r 0 r 0 10 54 019)0 0 0 0 0 139)0 5 10 0 0 15 01:15 1 0 0 0 1 13:15 4 6 0 0 10 01:30 2 1 0 0 3 13:30 3 8 0 0 11 01:45 0 3 r 0 1 r 0 r 0 4 13:45 6 18 r 11 35 r 0 r 0 17 53 02910 2 1 0 0 3 149)0 8 9 0 0 17 02:15 1 2 0 0 3 14:15 6 8 0 0 14 02:30 0 1 0 0 1 14:30 4 6 0 0 10 02A5 1 1 4 r 1 5 r 0 r 0 2 9 14A5 6 24 r 7 30 r 0 r 0 13 54 039)0 1 0 0 0 1 159)0 5 7 0 0 12 03:15 0 0 0 0 15:15 11 13 0 0 24 03:30 1 2 0 0 3 15:30 6 7 0 0 13 03A5 2 4 r 3 5 r 0 r 0 5 9 15A5 8 30 r 9 36 r 0 r 0 17 66 04:00 1 0 0 0 1 169)0 13 4 0 0 17 04:15 0 3 0 0 3 16:15 8 11 0 0 19 04:30 0 1 0 0 1 16:30 5 5 0 0 10 04AS 2 3 r 0 4 r 0 r 0 2 7 16:45 7 33 r 10 30 r 0 r 0 17 63 05910 0 0 0 0 17:00 7 6 0 0 13 05:15 1 1 0 0 2 17:15 3 7 0 0 10 05:30 0 0 0 0 17:30 5 8 0 0 13 05:45 1 0 1 r 0 1 r 0 r 0 2 17:45 5 20 r 5 26 r 0 r 0 10 46 05:00 0 0 0 0 18:00 7 7 0 0 14 06:15 4 2 0 0 6 18:15 3 8 0 0 11 05:30 1 3 0 0 4 18:30 9 6 0 0 15 06:45 1 6 r 2 7 r 0 r 0 3 13 18:45 4 23 r 12 33 r 0 r 0 16 56 07:00 5 5 0 0 10 19:00 1 9 0 0 10 07:15 2 5 0 0 7 19:15 3 6 0 0 9 07:30 4 3 0 0 7 19:30 5 5 0 0 10 07:45 8 19 r 8 21 r 0 r 0 16 40 19:45 5 14 r 7 27 r 0 r 0 12 41 08:00 2 4 0 0 6 20:00 7 6 0 0 13 08:15 8 4 0 0 12 20:15 4 9 0 0 13 08:30 9 8 0 0 17 20:30 4 5 0 0 9 08:45 5 24 r 6 22 r 0 r 0 11 46 20:45 2 17 r 4 24 r 0 r 0 6 41 09:00 8 0 0 16 21:00 5 5 0 0 10 09:15 6 0 0 11 21:15 1 3 0 0 4 09:30 5 7 0 0 12 21:30 1 6 0 0 7 09:45 1 4 23 0 20 r 0 r 0 4 43 21:45 2 9 r 5 19 r 0 r 0 7 28 10:00 8 5 0 0 13 22:00 1 6 0 0 7 10:15 4 8 0 0 12 22:15 5 5 0 0 10 10:30 4 3 0 0 7 22:30 2 6 0 0 8 10:45 2 18 r 7 23 r 0 r 0 9 41 22:45 6 14 r 4 21 r 0 r 0 10 35 11:00 5 10 0 0 15 23:00 4 5 0 0 10 11:15 4 3 0 0 7 23:15 2 0 0 0 2 11:30 3 5 0 0 8 23:30 0 1 0 0 1 11:45 6 18 r 10 28 r 0 r 0 16 46 23:45 2 8 r 2 9 r 0 r 0 4 17 TOTALS 124 148 272 TOTALS 234 320 554 SPLIT% 45.6% 54.4% 32.9% SPLIT% 42.2% 57.8% 67.1% DAILY TOTALS 358 468 t r 826 AM Peak Hour 0815 1145 11:45 PM Peak Hour 15:15 1330 15:15 AM Pk Volume 30 34 60 PM Pk Volume 38 36 71 Pk Hr Factor 0.833 0.850 0.789 Pk Hr Factor 0.731 0.818 0.740 7-9Volume 43 43 86 4-6Volume 53 56 109 7-9 Peak Hour 0745 07.45 07:45 4-6Peak Hour 1690 16:15 16:00 n 27 24 51 4 - 6 Pk 33 32 63 Pk Hr Factor 0.750 0.750 0.750 Pk Hr Factor 0.635 0.727 AL 0.829 4 OS EI ,oaT�E'AD ,=sm, .. Prepared By: Transtech Engineers, Inc. I Page 11 of 14 TRAFFIC REVIEW OF KELBURN AVENUE BETWEEN GARVEY AVENUE AND GRAVES AVENUE Attachment 2A. 24 Hour Speed Counts (SPEED), along Kelburn Avenue, between Garvey Avenue and Graves Avenue. Counts taken on Thursday, March 21, 2024. P.wamd by Naiooal Dae & S.—Vi 9 S—— SPEED SPEED Kelburn Ave Bet GarveyAve & Graves Ave Day: Thursday Date: 3/21/2024 Summary City: Rosemead Project #- CA24_020090_003 Time 15 15-19 20-24 25-29 30-34 7 1 O o 0 C WEL O Total 00:00 AM 0 0 1 4 5 0 0 0 0 0 0 0 0 30 01:00 0 1 3 1 3 0 1 0 0 0 0 0 0 9 02:00 0 0 2 3 0 0 0 0 0 0 0 0 0 5 03:00 0 1 3 2 1 0 0 0 0 0 0 0 0 7 04:00 1 1 3 2 0 0 0 0 0 0 0 0 0 7 05:00 0 1 2 3 1 0 0 0 0 0 0 0 0 7 06:00 2 6 8 7 2 0 0 0 0 0 0 0 0 25 07:00 4 11 15 14 8 0 0 0 0 0 0 0 0 52 08:00 6 14 24 23 7 1 0 0 0 0 0 0 0 75 09:00 5 14 20 16 5 2 0 0 0 0 0 0 0 62 10:00 2 10 17 15 10 3 0 0 0 0 0 0 0 57 11:00 7 14 15 15 3 1 0 0 0 0 0 0 0 55 12:00 PM 2 9 17 16 10 1 0 0 0 0 0 0 0 55 13:00 0 9 18 14 10 2 0 0 0 0 0 0 0 53 14:00 4 10 16 15 9 1 0 0 0 0 0 0 0 55 15:00 4 15 17 13 13 1 1 0 0 0 0 0 0 64 16:00 5 11 17 24 14 5 0 0 0 0 0 0 0 76 17:00 6 17 22 31 8 4 0 0 0 0 0 0 0 88 18:00 5 14 16 17 4 2 1 0 0 0 0 0 0 59 19:00 5 11 22 13 3 0 0 0 0 0 0 0 0 54 20:00 2 10 17 14 5 0 0 0 0 0 0 0 0 48 21:00 0 6 10 8 2 0 0 0 0 0 0 0 0 26 22:00 0 2 8 6 5 3 0 0 0 0 0 0 0 24 23:00 1 0 1 6 5 1 0 0 0 0 0 0 0 0 13 %Ifmtals 6%1 19% 30% 28% 13% 3% o% l00% AM Volumes 27 13 113 105 45 7 1 O o 0 C O O 311 %AM 3% 7% 11% 11% 51 1% 0% 38% AM Peak Hour 1190 08:00 08:00 0890 1090 3090 0loo caw Volume 7 14 24 23 10 3 1 75 PM Volumes 33 115 186 176 84 19 2 0 0 O 0 0 0 615 %PM 3% 12% 19% 18% 9% 2% O% 62% PM Peak Hour 1790 1790 1790 1700 1690 1690 1590 1700 Volume 6 17 22 31 14 5 1 88 Directional Peak Period AM 7-9 NOON 12-2 PM 4-6 Off Peak Volumes All Speed:s VDlume %Volume % Volume % volume % 127 13% 108 11% 164 17% 587 60% 15th sm Avera& 85th 95th ADT Kelburn Ave Summary) 17 24 24 I 30 I 34 1 986 11 Av 4 OS EID 'A ,o4T,=sm, .. r Prepared By: Transtech Engineers, Inc. I Page 12 of 14 TRAFFIC REVIEW OF KELBURN AVENUE BETWEEN GARVEY AVENUE AND GRAVES AVENUE Attachment 2B. 24 Hour Speed Counts (SPEED), along Kelburn Avenue, between Garvey Avenue and Graves Avenue. Counts taken on Friday, March 22, 2024. SPEED..r,�9�.,.,... Kelburn Ave Bet Garvey Ave & Graves Ave Day: Friday Data:3/22/2024 Summary City: Rosemead Project M. CA24_020D90_003 AM Volumes 40 70 101 93 39 19 4 0 0 O 0 0 0 366 00:00 AM 1 3 1 3 1 1 1 0 0 0 0 0 0 11 O1:D0 4 4 0 1 0 1 1 0 0 0 0 0 0 11 02:00 1 1 1 4 1 0 0 0 0 0 0 0 0 8 03:00 0 0 2 1 1 0 0 0 0 0 0 0 0 4 04:00 2 2 1 0 0 0 0 0 0 0 0 0 0 5 05:00 1 1 0 1 2 0 0 0 0 0 0 0 0 5 06:00 1 6 3 6 4 1 0 0 0 0 0 0 0 21 07:00 5 13 13 9 7 3 0 0 0 0 0 0 0 50 08:00 6 12 28 22 5 2 0 0 0 0 0 0 0 75 09:00 7 14 15 17 6 4 1 0 0 0 0 0 0 64 10:00 4 6 19 17 7 4 1 0 0 0 0 0 0 58 11:00 8 8 18 12 5 3 0 0 0 0 0 0 0 54 12:00 PM 2 10 14 15 11 2 0 0 0 0 0 0 0 54 13:00 1 8 17 18 12 1 0 0 0 0 0 0 0 57 14:00 4 5 23 8 8 2 1 0 0 0 0 0 0 51 15:00 6 11 15 13 12 4 1 0 0 0 0 0 0 62 16:00 8 7 16 28 14 4 0 0 0 0 0 0 0 77 17:00 4 12 19 31 9 4 0 0 0 0 0 0 0 79 18:00 4 11 19 15 5 3 1 0 0 0 0 0 0 58 19:00 8 12 21 13 7 0 0 0 0 0 0 0 0 61 20:00 5 11 18 12 3 1 0 0 0 0 0 0 0 50 21:00 2 7 13 7 0 0 0 0 0 0 0 0 0 29 22:00 3 3 2 9 3 4 1 0 0 0 0 0 0 25 23:00 3 3 4 2 3 1 0 0 0 0 0 0 0 16 %0 Totals 9% 17% 29% 27% 139, AM Volumes 40 70 101 93 39 19 4 0 0 O 0 0 0 366 %AM 4% 7% 10% 9% 4% 0% 37% AM Peak Hour 13'0 09:00 08:00 08:00 07:00 09:00 08:00 Volume 8 14 28 22 7 4 1 75 PM Volumes 50 100 181 171 87 26 4 0 0 0 0 0 O 619 %PM 5% 30% 16% 17% 9% 3% 0% 63% PM Peak Hour 16'0 17'0 1490 17'0 1690 15:00 14M 17'0 Volume 8 12 23 31 14 4 1 79 Directional Peak Periods AM 7-9 NOON 12-2 PM 46 ON Peak Volumes All Speeds volume % volume % volume % Volume % 125 13% 1 111 11% 1 156 16% 593 60% 15th 50th A—M.— BSth 95th ADT WOMFKelburn Ave Summary 1 17 24 1 24 1 31 35 985 4 OS EI ,o4T�E'AD ,=sm, .. Prepared By: Transtech Engineers, Inc. I Page 13 of 14 TRAFFIC REVIEW OF KELBURN AVENUE BETWEEN GARVEY AVENUE AND GRAVES AVENUE Attachment 2C. 24 Hour Speed Counts (SPEED), along Kelburn Avenue, between Garvey Avenue and Graves Avenue. Counts taken on Saturday, April 20, 2024 P..P...d 6r e.u...r o... & s....rn.e s...r... SPEED Kelburn Ave Bet Garvey Ave & Graves Ave Day: Saturday Date: 4/20/2024 North Bound City: Rosemead Project#: CA24_020090_003n AM Volumes 12 15 33 30 25 7 1 1 a 00:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 1 01:00 0 2 0 0 0 1 0 0 0 0 0 0 0 3 02:00 1 1 0 1 1 0 0 0 0 0 0 0 0 4 03:00 0 0 2 1 1 0 0 0 0 0 0 0 0 4 04:00 1 0 1 1 0 0 0 0 0 0 0 0 0 3 05:00 1 0 0 0 0 0 0 0 0 0 0 0 0 1 06:00 0 0 2 4 0 0 0 0 0 0 0 0 0 6 07:00 1 3 6 5 4 0 0 0 0 0 0 0 0 19 08:00 1 3 9 6 2 1 1 1 0 0 0 0 0 24 09:00 1 2 7 4 7 2 0 0 0 0 0 0 0 23 10:00 3 4 3 2 4 2 0 0 0 0 0 0 0 18 11:00 3 0 3 5 6 1 0 0 0 0 0 0 0 18 12:00 PM 2 4 8 5 3 1 1 0 0 0 0 0 0 24 13:00 2 4 3 5 3 0 0 1 0 0 0 0 0 18 14:00 3 9 3 3 3 0 0 0 0 0 0 0 24 15:00 0 - 10 8 5 2 0 0 0 0 0 0 0 30 16:00 0 - 8 3 12 2 3 0 0 0 0 0 0 33 17:00 3 2 10 2 0 0 1 0 0 0 0 0 20 18:00 2 = 11 3 2 1 0 1 0 0 0 0 0 23 19:00 0 _ 5 3 2 1 0 0 0 0 0 0 0 14 20:00 0 10 3 2 0 0 0 0 0 0 0 0 17 21:00 0 3 3 2 0 0 0 0 0 0 0 0 9 22:00 1 4 4 0 1 1 0 0 0 0 0 0 14 23:QQ--1 41 11 01 11 2 0 Ill 0 0 0 0 0 0 8 %.f Totals 9% 17 30% 23% 18% -112% 1 1 1 100'.6 1% AM Volumes 12 15 33 30 25 7 1 1 a 124 %AM 3% - 9% 8% 7% 2% 0% 0% 35% AM Peak Hour 10:00 SO:00 0a- OBW — 09W — 08:00 08:00 Volume 3 4 9 6 7 2 1 1 24 PM Volumes 17 3fi 73 51 38 11 5 3 0 0 0 O 0 234 %PM 5% 10% 20% 14% 11% 3% 1% 1% 65% PM Peak Hour 2sw 15W 18:00 17W 16:00 14:00 16W 13:00 16:00 VOlume 4 5 11 10 12 3 3 1 33 Directional Peak Periods AM 7-9 NOON 12-2 PM 4-6 Off Peak Volumes All Speeds volume % volume % volume% volume 43 12% 42 12% 53 15% 220 611i 15th 50th Average 85th 95th ADT Kelburn Ave HOeo rth und 17 25 25 33 38 358 Kelburn Ave south sound IS 26 26 33 38 468 4 OSEI�E'AD Prepared By: Transtech Engineers, Inc. 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