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TC - Item 3A - Traffic Calming Review along Bartlett Avenue between Garvey Avenue and Ramouna BoulevardROSEMEAD TRAFFIC COMMISSION STAFF REPORT TO: TRAFFIC COMMISSION FROM: DIRECTOR OF PUBLIC WORKS DATE: OCTOBER 3, 2024 SUBJECT: TRAFFIC CALMING REVIEW ALONG BARTLETT AVENUE BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD SUMMARY On behalf of the City of Rosemead, engineering staff has completed a review of the road segment along Bartlett Avenue, as well as recommended appropriate improvements at the location of Bartlett Avenue between Garvey Avenue and Ramona Boulevard. The City of Rosemead has received a request to review the segment of Bartlett Avenue between Garvey Avenue and Ramona Boulevard. 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 atraffic review of this segment of Bartlett 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, afield review, average daily traffic (ADT) counts, 24-hour speed survey counts, and a review of approximately 3-years of available collision data Existing Conditions: Bartlett Avenue is a north/south roadway, classified as a Local Road per the California Road Systems Map by Caltrans. This segment of Bartlett Avenue extends from Garvey Avenue, approximately 3350-ft north to Ramona Boulevard. Bartlett Avenue at Garvey Avenue is a signalized intersection, and Bartlett Avenue at Ramona Boulevard is a stop controlled intersection. Bartlett Avenue measures approximately 35-ft in width, and has one lane of travel in each direction with no marked centerline. Parking is allowed along both sides of Bartlett Avenue, between City Traffic Commission Meeting October 3, 2024 Page 2 of 3 Garvey Avenue and Ramona Boulevard, except where curb is marked red and during street sweeping times, on Thursdays from 6am to 1lam. Land use along this area of Bartlett Avenue consists of Single-family residential housing. STAFF RECOMMENDATION After a thorough review of existing traffic conditions and per the California Manual on Uniform Traffic Control Devices (CAMUTCD), Califomia Vehicle Code (CVC), based on the traffic review and engineering judgement, the segment of Bartlett Avenue between Ramona Boulevard and Garvey Avenue, was found to qualify for the installation of traffic calming measures. The following measures are recommended below: Please refer to the Installation Exhibit in Attachment A for a conceptual exhibit representation of the proposed recommendations. These improvements include: 1. INSTALL "25" SPEED LIMIT SIGNAGE: Install additional 25 MPH speed limit signage (R2-1) for northbound traffic along Bartlett Avenue, between Garvey Avenue and Ramona Boulevard. a. Install 25 MPH Sign adjacent to the existing "25" pavement legend along Bartlett Avenue, approximately 970-feet south of the intersection with Ramona Boulevard. 2. INSTALL "25" SPEED LIMIT SIGNAGE: Install additional 25 MPH speed limit signage (R2-1) for northbound traffic along Bartlett Avenue, between Garvey Avenue and Ramona Boulevard. a. Install 25 MPH Sign adjacent to the existing "25" pavement legend along Bartlett Avenue approximately 200-feet north of the intersection with Garvey Avenue, for northbound traffic. 3. INSTALL "25" SPEED LIMIT SIGNAGE: Install additional 25 MPH speed limit signage (R2-1) for southbound traffic along Bartlett Avenue, between Garvey Avenue and Ramona Boulevard. a. Install 25 MPH Sign adjacent to the existing "25" pavement legend along Bartlett Avenue approximately 1400-feet north of the intersection with Garvey Avenue, for southbound traffic. 4. INSTALL DOUBLE YELLOW CENTERLINE: Install Double Yellow Centerline along Bartlett Avenue, from Garvey Avenue to Ramona Boulevard. City Traffic Commission Meeting October 3, 2024 Page 3 of 3 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: October 3, 2024 SUBJECT: TRAFFIC CALMING ALONG BARTLETT AVENUE BETWEEN RAMONA AVENUE AND GARVEY AVENUE INTRODUCTION The City of Rosemead has received a request to review the segment of Bartlett Avenue, between Ramona Avenue and Garvey 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 of this segment of Bartlett Avenue. 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 - - . G r u+ : t+ t 4r. IMFh. jet*`S 4 1 ,r ,r.. i �:4riba.. — i • '� 'IFI.T` '1 is-�� �"r-'- LEGEND �� Segment: Bartlett Avenue, from Ramona Boulevard to Garvey Avenue (3,300 Feet) Cos -lt� e. Prepared By: Transtech Engineers, Inc. I Page 1 of 15 TRAFFIC REVIEW OF BARTLETT AVENUE BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD EXISTING CONDITIONS Figure 2: Existing Conditions Diagram — Bartlett Avenue between Garvey Avenue & Ramona Boulevard _ x Aril �r 1 7,7 .� + FF M.,J. � i ,�.,!, ✓.'�*',;�-_ i '.:µ—yl � .� • _- - sy - IlyWm j r ip a h+ T C+raII - ;� = r^ ,tea' 'lizi a1Ri1 r s mow, LEGEND Stop Sign (R1-1) Double Arrow sign "No Parking on (W1-7) & Object PARKING Thursday; 6AM —11AM; Marker (N-1 (CA)) THURSDAY Street Sweeping" (R30A SPEED 6AN-11 AN (CA)) Variation LIMIT Speed Limit (R2 — 1) 25 Bartlett Avenue: Within the City of Rosemead, Bartlett Avenue is a north/south roadway, classified as a Local Road per the California Road Systems Map by Caltrans. This segment of Bartlett Avenue extends from Garvey Avenue, approximately 3350-ft north to Ramona Boulevard. At the south end of the segment, Bartlett Avenue is stop controlled at the intersection with Garvey Avenue. At the north end of the segment, Bartlett Avenue is stop controlled at the intersection with Ramona Boulevard. Bartlett Avenue measures approximately 35-ft in width, and has one lane of travel in each direction with no marked centerline. Parking is allowed along both sides of Bartlett Avenue between Garvey Avenue and Ramona Boulevard, except where curb is marked red and during street sweeping times, on Thursdays from Sam to 11am. Land use along this area of Bartlett Avenue consists of single-family residential housing. t^ Cos-leAD ,oaT,=sm,,ow�ame,w Prepared By: Transtech Engineers, Inc. I Page 2 of 15 TRAFFIC REVIEW OF BARTLETT AVENUE BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD 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 Bartlett Avenue, between Garvey Avenue and Ramona Boulevard, 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. 2023-1 collision 2022-0 collisions 2021-0 collisions TOTAL: 1 collision Table 1: Collision Table, Bartlett Avenue between Garvey Avenue and Ramona Boulevard Severity 1- Fatal 2 - Severe Motor Day Lighting Injury Primary Primary Secondary of (Day, Collision 3 - Other Vehicle, Collison Factor Collisio # inj # Date Dist. Time Pedestrian, and Detail Road Road the Night, Type Visible Injury n Factor Week Etc.) 4-Complaint of Bicycle Descriptions Involved Pain 5 - Prop Dam Only (PDO) 1 8/12/2023 BARTLETT GARVEY S28' N 6:30 SAT DAY REAR S PKD MV SB THRU MV HIT IMPROP 0 AVE AVE LIGHT END 2 SB PKD MVS TURN �,`20 OSE►WE'AD Prepared By: Transtech Engineers, Inc. I Page 3 of 15 TRAFFIC REVIEW OF BARTLETT AVENUE BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD Figure 3: Collision Diagram, Muscatel Avenue, between Garvey Avenue and Ramona Boulevard 1 ��` • � ¢•t9 1,t . � � y Aik - • �' �!l,,+y ��.sa. ° �� �•}�'- , �-'-`mot �'_ . �- �'�"��.. �� � r. •, �'�'`' �'��.`>f�•jl�r..`•�ir.'�:rr-eo. ti- -4 ^} r •j' r - r.l `,FFr•• �3�. y+ rrirk- 4r,. LEGEND ALL COLLISIONS - Crash Type (Non-Ped & Bike Collisions/Crashes) # of Crashes Fatality (Death) 0 0 Severe Injury 0 0 Injury - Other Visible O 0 Injury - Complaint of Pain 01 0 Property Damage Only 1 Total 1 TOTAL CRASHES 1 PED & BIKE - Crash Type # of Crashes Fatality (Death) 0 Severe Injury =• 0 Injury - Other Visible 0 Injury - Complaint of Pain 0 Property Damage Only 0 Total 0 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 Muscatel Avenue, between Garvey Avenue and Ramona Boulevard. A summary of ADT data is shown in Table 2: Average Daily Traffic (ADT), Table 3: Average Daily Traffic (ADT), and Table 4: Average Daily Traffic (ADT). The Average Daily Traffic reports are attached (Attachment 1, Attachment 3, and Attachment 5) at the end of the report. Table 2: Average Daily Traffic (ADT), taken on Thursday, May 21, 2024. Vehicles per Day (vpd) Vehicles per Day (vpd) Vehicles per Day (vpd) Location 312112024 312112024 312112024 Bartlett Avenue between Garvey Avenue &Ramona NB SB TOTAL 466 403 869 t^ Cos-leAD ,oaT,rsm,l,ow�ame,lw Prepared By: Transtech Engineers, Inc. I Page 4 of 15 TRAFFIC REVIEW OF BARTLETT AVENUE BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD Table 3: Average Daily Traffic (ADT), taken on Friday, May 22, 2024. Vehicles per Day (vpd) Vehicles per Day (vpd) Vehicles per Day (vpd) Location 312212024 312212024 1 312212024 Bartlett Avenue between Garvey Avenue & Ramona NB Boulevard 543 SB TOTAL 432 1 975 Table 4: Average Daily Traffic (ADT), taken on Saturday, April 20, 2024. Vehicles per Day (vpd) Vehicles per Day (vpd) Vehicles per Day (vpd) Location 412012024 412012024 412012024 Bartlett Avenue between Garvey Avenue &Ramona NB SB TOTAL Boulevard 648 565 1,213 SPEED SURVEY To assess the speed at which vehicles are traveling along this segment of Bartlett 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 36 MPH, on all three days. This means that 85 percent of the vehicles sampled were traveling at 36 MPH or below, which is 11 MPH above the posted speed limit of 25 MPH. Table 5 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, Attachment 4, and Attachment 6) at the end of the report. Table 5: Speed Survey along Bartlett Avenue between Garvey Avenue and Ramona Boulevard (Data taken on 3/21/24, 3/22/24, & 4/20/24) Dir. of Date/Time of Location 85%ile Speed Posted Speed Limit Travel Survey Bartlett Avenue between Garvey NB/SB 3/21/2024 36 MPH Avenue & Ramona Boulevard 24-hour 25 MPH Bartlett Avenue between Garvey NB/SB 3/22/2024 35 MPH Avenue & Ramona Boulevard 24-hour 25 MPH Bartlett Avenue between Garvey NB/SB 4/20/2024 33 MPH Avenue & Ramona Boulevard 24-hour 25 MPH t^ Cos-leAD ,oaT,=sm,,ow�ame,w Prepared By: Transtech Engineers, Inc. I Page 5 of 15 TRAFFIC REVIEW OF BARTLETT AVENUE BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD 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 policy review and approval by City Council. �,t' OSE►WE'AD Prepared By: Transtech Engineers, Inc. I Page 6 of 15 TRAFFIC REVIEW OF BARTLETT AVENUE BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD RECOMMENDATIONS After a thorough review of existing traffic conditions and per the California Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), based on the traffic review and engineering judgement, the segment of Bartlett Avenue between Ramona Boulevard and Garvey Avenue, would qualify for installation of speed humps, as well as other traffic calming measures. Speed Humps cannot be considered for installation at this time, however, should the City Council approve the Traffic Calming Policy and the proposed speed hump criteria, the street segment could be reevaluated for the installation of speed humps. A traffic review to reevaluate the segment would take place 6 months after the recommendations outlined within this report have been implemented. The following measures are recommended and shown in the Recommendation Exhibit below: Recommendations: 1. INSTALL "25" SPEED LIMIT SIGNAGE: Install additional 25 MPH speed limit signage (R2-1) for northbound traffic along Bartlett Avenue, between Garvey Avenue and Ramona Boulevard. a. Install 25 MPH Sign adjacent to the existing "25" pavement legend along Bartlett Avenue, approximately 970-feet south of the intersection with Ramona Boulevard. 2. INSTALL "25" SPEED LIMIT SIGNAGE: Install additional 25 MPH speed limit signage (R2-1) for northbound traffic along Bartlett Avenue, between Garvey Avenue and Ramona Boulevard. a. Install 25 MPH Sign adjacent to the existing "25" pavement legend along Bartlett Avenue approximately 200-feet north of the intersection with Garvey Avenue, for northbound traffic. 3. INSTALL "25" SPEED LIMIT SIGNAGE: Install additional 25 MPH speed limit signage (R2-1) for southbound traffic along Bartlett Avenue, between Garvey Avenue and Ramona Boulevard. a. Install 25 MPH Sign adjacent to the existing "25" pavement legend along Bartlett Avenue approximately 1400-feet north of the intersection with Garvey Avenue, for southbound traffic. 4. INSTALL DOUBLE YELLOW CENTERLINE: Install Double Yellow Centerline along Bartlett Avenue, from Garvey Avenue to Ramona Boulevard. �,t ' OSE►WE'AD Prepared By: Transtech Engineers, Inc. I Page 7 of 15 RECOMMENDATION EXHIBIT: CITY OF ROSEMEAD, CA— BARLETT AVENUE, BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD Date Prepared. 10-3-24. o 1 r �2zA �: 1 S�f.� E� Ai 1� r +j. 1 3 s "'i • I ,IJy .... IslY OINSTALL ADDITIONAL 25 MPH SPEED LIMIT SIGNAGE (R2-1) FOR NORTHBOUND TRAFFIC ALONG BARTLETT AVENUE, BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD. INSTALL 25 MPH SIGN ADJACENT TO THE EXISTING "25" PAVEMENT LEGENDS ALONG BARTLETT AVENUE, APPROXIMATELY 970-FEET SOUTH OF THE INTERSECTION WITH RAMONA BOULEVARD. SPEED 2 O INSTALL ADDITIONAL 25 MPH SPEED LIMITSIGNAGE (R2-1) FOR NORTHBOUND TRAFFIC ALONG BARTUETTAVENUE, BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD. INSTALL 25 MPH SIGN ADJACENT TO THE EXISTING "25" PAVEMENT LEGEND ALONG BARTLETT LIMIT A^ AVENUE APPROXIMATELY 200-FEET NORTH OF THE INTERSECTION WITH GARVEY AVENUE, FOR NORTHBOUND TRAFFIC. OINSTALL ADDITIONAL 25 MPH SPEED LIMIT SIGNAGE (R2-1) FOR SOUTHBOUND TRAFFIC ALONG BARTLETT AVENUE, BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD. INSTALL 25 MPH SIGN ADJACENT TO THE EXISTING "25" PAVEMENT LEGENDS ALONG BARTLETT AVENUE APPROXIMATELY 1400-FEET NORTH OF THE INTERSECTION WITH GARVEY AVENUE. OINSTALL DOUBLE YELLOW CENTERLINE ALONG BARTLETT AVENUE, FROM GARVEY AVENUE TO RAMONA BOULEVARD TRAFFIC REVIEW OF BARTLETT AVENUE BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD Attachments: 1. ADT (Thursday, March 21, 2024): Bartlett Avenue between Garvey Avenue and Ramona Boulevard 2. Speed Survey (Thursday, March 21, 2024): Bartlett Avenue between Garvey Avenue and Ramona Boulevard 3. ADT (Friday, March 22, 2024): Bartlett Avenue between Garvey Avenue and Ramona Boulevard 4. Speed Survey (Friday, March 22, 2024): Bartlett Avenue between Garvey Avenue and Ramona Boulevard 5. ADT (Saturday, April 20, 2024): Bartlett Avenue between Garvey Avenue and Ramona Boulevard 6. Speed Survey (Saturday, April 20, 2024): Bartlett Avenue between Garvey Avenue and Ramona Boulevard �t� ROC' � E EYkAD Prepared By: Transtech Engineers, Inc. I Page 9 of 15 TRAFFIC REVIEW OF MUSCATEL AVENUE BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD Attachment 1: VOLUME Bartlett Ave Bet Garvey Ave & Ramona Blvd Day: Thursday Date: 3/21/2024 City: Rosemead Project8: CA24_020090_D09 DAILYTOTALS r r 466 403 TOTALAM t r 869 TOTAL 00:00 0 0 0 0 12:00 6. 5 0 0. 11 00:15 1 3 0 0 4 12:15 6 12 0 0 18 00:30 0 1 0 0 1 12:30 7 5 0 0 12 00:45 0 1 r 0 4 r 0 r 0 5 12:45 6 25 11 33 r 0 r 0 17 58 01:00 1 0 0 0 1 13:00 7 10 0 0 17 01:15 1 0 0 0 1 13:15 6 7 0 0 13 01:30 0 0 0 0 13:30 8 4 0 D 12 01:45 0 2 r 0 r 0 r 0 2 13:45 4 25 r 9 30 r 0 r 0 13 55 02:00 0 0 0 0 14:00 11 3 0 0 14 02:15 1 0 0 0 1 14:15 5 7 0 0 12 02:30 0 0 0 0 14:30 4 8 0 0 12 02:45 1 2 r 1 1 0 r 0 2 3 14:45 8 28 r 5 23 r 0 r 0 13 51 03:00 0 0 0 0 15:00 11 2 0 0 13 03:15 0 0 0 0 15:15 8 5 0 0 13 03:30 1 0 0 0 15:30 6 7 0 0 13 03:45 0 1 r 1 1 0 r 0 2 15:45 12 37 r 8 22 r 0 0 20 59 04:00 0 0 0 0 16:00 5 6 0 0 11 04:25 0 0 0 0 16:15 10 9 0 0 19 04:30 0 0 0 0 16:30 8 8 0 0 16 04:45 0 r 0 0 r 0 16:45 5 28 r 5 28 r 0 0 10 56 05:00 2 2 0 0 4 17:00 18 12 0 0 30 05:15 0 0 0 0 17:25 14 6 0 0 20 05:30 9 0 0 0 9 17:30 11 7 0 0 18 OSAS 1 12 4 6 0 0 5 18 17:45 10 53 7 32 0 0 17 85 06:00 1 3 0 0 4 18:00 6 7 0 0 13 06:15 3 5 0 0 8 18:15 15 8 0 0 23 06:30 7 3 0 0 10 18:30 9 8 0 0 17 06:45 4 15 r 2 13 r 0 r 0 6 28 18:45 8 38 r 5 28 r 0 r 0 13 66 07:00 7 5 0 0 12 19:00 4 6 0 0 10 07:15 6 2 0 0 8 19:15 5 4 0 D 9 07:30 8 9 0 0 17 19:30 6 7 0 0 13 07:45 6 27 r 10 26 r 0 r 0 16 53 19:45 4 19 r 10 27 r 0 r 0 14 46 08:00 10 9 0 0 19 20:00 7 2 0 0 9 08:15 5 4 0 0 9 20:15 6 6 0 0 12 08:30 3 6 0 0 9 20:30 9 5 0 0 14 08:45 8 26 r 10 29 r 0 r 0 18 55 20:45 6 28 r 2 15 r 0 r 0 8 43 09:00 2 4 0 0 6 21:00 6 3 0 0 9 09:15 4 5 0 0 9 21:15 4 4 0 0 8 09:30 5 9 0 0 14 21:30 3 2 0 0 5 09:45 5 16 r 2 20 0 r 0 7 36 21:45 2 15 r 3 12 r 0 0 5 27 10:00 3 5 0 0 8 22:00 5 3 0 0 8 20:25 6 2 0 0 8 22:25 5 3 0 0 8 10:30 8 3 0 0 11 22:30 2 3 0 0 5 10:45 7 24 r 6 16 0 r 0 13 40 22:45 1 1 13 r 4 13 r 0 0 5 26 11:00 8 1 0 0 9 23:00 2 1 0 0 3 11:15 0 7 0 0 7 23:15 7 3 0 0 10 11:30 6 5 0 0 11 23:30 1 0 0 0 1 11:45 7 21 4 17 0 D 11 38 23:45 0 10 3 7 0 0 3 17 TOTALS 147 133 280 TOTALS 319 270 589 SPLIT% 52.5% 47.5% 32.2% SPLIT% 54.2% 45.8% 67.8% AM Peak Hour 07:15 07:30 07:30 PM Peak Hour 17:00 12:15 17:00 AM Pk Volume 30 32 61 PM Pk Volume 53 38 85 Pk Hr Factor 0.750 0.800 0.803 Pk Hr Factor 0.736 0.792 0.708 7-9 Volume 53 55 108 4-6Volume 81 60 141 7-9 Peak Hour 07:15 07:30 07:30 4-6 Peak Hour 17:00 16:15 17:00 7-9 Pk Volume 30 32 61 4-6 Pk Volume 53 34 85 Pk Hr Factor 0.750 0.800 0.803 Pk Hr Factor 0.736 0.708 0.708 OSE EAD ,oar�.rsm,��,�..�a�,e.��, Prepared By: Transtech Engineers, Inc. I Page 10 of 15 TRAFFIC REVIEW OF MUSCATEL AVENUE BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD Attachment 2: Reamed 6Y —i—I rl— & 5um mg 5-- SPEED Bartlett Ave Bet Garvey Ave & Ramona Blvd Day: Thursday Date: 3/21/2024 Summary city: Rosemead Project ih CA24_020090_009 00:00 AM 0 1 1 1 2 U 0 0 0 5 01:00 0 0 0 2 0 0 0 0 0 0 0 0 0 2 02:00 0 1 0 0 0 2 0 0 0 0 0 0 0 3 03:00 ' 0 0 1 0 0 0 0 1 0 0 0 0 0 2 04:00 0 0 0 0 0 0 0 0 0 0 0 o a 0 05:00 1 3 2 6 4 0 1 1 0 0 0 0 0 18 06:00 2 5 6 11 2 1 1 0 0 0 0 0 0 28 07:00 0 6 11 12 14 8 2 0 0 0 0 0 0 53 08:00 6 5 5 15 15 5 4 0 0 0 0 0 0 55 09:00 1 4 3 12 12 4 0 0 0 0 0 0 0 36 10:00 1 2 5 10 20 1 1 0 0 0 0 0 0 40 11:00 2 4 4 12 6 8 1 1 0 0 0 0 0 38 12:00 PM 5 4 8 18 17 4 1 1 0 0 0 0 0 58 13:00 0 5 9 12 16 9 3 1 0 0 0 0 0 55 14:00 1 2 8 10 19 7 4 0 0 0 0 0 0 51 15:00 1 2 4 16 22 8 5 1 0 0 0 0 0 59 16:00 0 7 12 14 12 7 1 3 0 0 0 0 0 56 17:00 3 6 9 35 20 8 3 1 0 0 0 0 0 85 18:00 6 2 12 16 14 14 1 1 0 0 0 0 0 66 19:00 5 4 11 15 9 2 0 0 0 0 0 0 0 46 20:00 0 2 9 18 6 4 2 2 0 0 0 0 0 43 21:00 2 4 9 8 3 1 0 0 0 0 0 0 0 27 22:00 2 4 4 9 4 3 0 0 0 0 0 0 0 26 23:00 1 2 2 4 5 3 0 0 0 0 0 0 0 17 %ot Totals - 9% 16% 29% 26% 11% 3% 1% 1 1 1 1 1 :C 6'.e AM Volumes 13 31 38 81 75 29 10 3 O C C 280 %AM 1% 4% 4% 9% 9% 3% 1% 0% 32% AM Peak Hour 0800 Woo Woo WoO 10U0 07DO WDO 0390 08.00 Volume 6 6 11 15 20 8 4 1 55 PM Volumes 26 as 97 175 147 70 20 30 0 0 0 589 %PM 3% 5% 11% 20% 17% 8% 2% 1% 68% PM Peak Hour 18W 16W 16DO 17DO 15W 18W 15W 1600 17:00 Volume 6 7 12 35 22 14 5 3 85 Directional Peak Periods AM 7-9 NOON 12-2 PM 4-6 Off Peak Volumes All Speeds volume % volume % volume volume % 108 12% 113 13% 141 16% 507 �� 58% 15th 50th Average 85th 95th ADT Bartlett Ave Summary 21 29 28 36 40 869 \lllfeo�h) CE EAD TodaY11- Tn.on nmedca Prepared By: Transtech Engineers, Inc. I Page 11 of 15 TRAFFIC REVIEW OF MUSCATEL AVENUE BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD Attachment 3: Prepared by National Data t Surveying Services VOLUME Bartlett Ave Bet Garvey Ave & Ramona Blvd Day: Friday Date: 3/22/2024 City: Rosemead Project#: CA24 020090_009 F r -J.TOTA 975 00:00 2 0 0 0 2 12:00 9 3 D 0 12 00:25 1 4 0 0 5 12:15 12 5 0 0 17 00:30 3 1 0 0 4 12:30 5 8 0 0 13 00:45 0 6 0 5 r 0 r 0 11 22:45 7 33 r 11 27 r 0 r 0 18 60 01:00 3 0 0 0 3 23:00 6 7 D 0 13 02:15 0 0 0 0 13:15 13 7 0 0 20 02:30 0 1 0 0 1 13:30 8 5 0 0 13 01:45 0 3 r 0 1 r 0 r 0 4 13:45 10 37 r 8 27 r 0 r 0 18 64 02:00 1 0 0 0 1 14:00 7 4 D 0 11 02:15 1 1 0 0 2 14:15 6 3 0 0 9 02:30 1 0 0 0 1 14:30 6 7 0 0 13 02:45 0 3 r 0 1 r 0 r 0 4 24:45 5 24 r 6 20 r 0 r 0 11 44 03:00 0 1 0 0 1 15:00 12 2 D 0 14 03:25 0 0 0 0 15:15 9 5 0 0 14 03:30 1 1 0 0 2 15:30 8 9 0 0 17 03:45 0 1 r 2 4 r 0 r 0 2 5 15:45 8 37 r 11 27 r 0 r 0 19 64 04:00 0 1 0 0 1 16:00 7 5 D 0 12 04:15 0 0 0 0 26:15 6 7 0 0 13 04:30 0 0 0 0 16:30 14 10 0 0 24 04:45 0 r 1 2 r 0 r 0 1 2 16:45 8 35 r 7 29 r 0 r 0 15 64 05:00 1 0 0 0 1 17:00 10 8 D 0 18 05:15 3 1 0 0 4 17:15 14 6 D 0 20 05:30 3 0 0 0 3 17:30 12 9 0 0 21 05:45 1 8 r 2 3 r 0 r 0 3 11 17:45 8 44 r 9 32 r 0 r 0 17 76 06:00 2 4 0 0 6 18:00 7 9 D 0 16 06:15 3 1 0 0 4 18:15 7 9 D 0 16 06:30 2 6 0 0 8 18:30 5 7 0 0 12 06:45 7 14 r 1 12 r 0 r 0 8 26 18:45 8 27 r 5 30 r 0 r 0 13 57 07:00 4 3 0 0 7 19:00 9 8 D 0 17 07:15 8 4 0 0 12 19:25 11 9 D 0 20 07:30 4 6 0 0 10 19:30 8 8 0 0 16 WAS 9 25 r 7 20 r 0 r 0 16 45 19:45 3 31 r 10 35 r 0 r 0 13 66 08:00 8 9 0 0 17 20:00 5 1 D 0 6 08:15 8 9 0 0 17 20:25 5 9 D 0 14 08:30 17 6 0 0 23 20:30 6 4 0 0 10 08:45 12 45 r 6 30 r 0 r 0 18 75 20:45 6 22 r 4 18 r 0 r 0 10 40 09:00 4 5 0 0 9 21:00 8 7 D 0 15 09:15 6 3 0 0 9 22:25 4 3 D 0 7 09:30 11 8 0 0 19 21:30 6 4 0 0 10 09:45 7 28 r 14 30 r 0 r 0 21 58 21:45 9 27 r 1 15 r 0 r 0 10 42 10:00 10 4 0 0 14 22:00 4 5 D 0 9 10:15 13 6 0 0 19 22:15 1 1 D 0 2 10:30 3 6 0 0 9 22:30 2 0 0 0 2 10:45 7 33 r 9 25 r 0 r 0 16 58 22:45 1 8 r 5 11 r 0 r 0 6 19 11:00 5 2 0 0 7 23:00 4 0 0 0 4 11:15 9 5 0 0 14 23:25 7 1 D 0 8 11:30 11 6 0 0 17 23:30 4 5 D 0 9 22:45 9 34 r 8 21 r 0 r 0 17 55 23:45 3 18 1 7 r 0 r 0 4 25 TOTALS 200 154 354 TOTALS 343 278 621 SPLIT % 56.5% 43.5% 36.3% SPLIT % 1 55.2% 44.9% 63.7% DA , r r AM Peak Hour 08:00 09:30 08:00 PM Peak Hour 16:30 17:30 16:30 AM Pk Volume 45 32 75 PM Pk Volume 46 36 77 Pk Hr Factor 0.662 0.571 0.815 Pk Hr Factor 0.821 1.000 0.802 7-9Vo1ume 70 50 120 4-6Volume 79 61 140 7-9 Peak Hour 08:00 07:30 08:00 4-6Peak Hour 16:30 16:15 16:30 7-9 Pk Volume 45 31 75 4-6 Pk Volume 46 32 77 Pk Hr Factor 0.652 0.861 0.915 Pk Hr Factor 0.821 0.800 0.R02 OSE EAD 7oary=sm,��,�..�a�,e.��, Prepared By: Transtech Engineers, Inc. I Page 12 of 15 TRAFFIC REVIEW OF MUSCATEL AVENUE BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD Attachment 4: P e ...a by N-... I rl- a S.—yin9 Semi... SPEED Bartlett Ave Bet Garvey Ave & Ramona Blvd Day: Friday Date: 3/22/2024 Summary City: Rosemead Project 4: CA24_020090_D09 t 00:00 AM 2 0 0 5 1 1 1 1 0 U 0 0 0 11 01:00 0 0 1 2 1 0 0 0 0 0 0 0 0 4 02:00 1 0 0 0 1 0 2 0 0 0 0 0 0 4 03:00 0 0 0 2 3 0 0 0 0 0 0 0 0 5 04:00 0 1 0 0 1 0 0 0 0 0 0 0 0 2 05:00 0 3 1 3 3 0 1 0 0 0 0 0 0 11 06:00 1 2 6 4 8 3 0 2 0 0 0 0 0 26 07:00 1 6 15 13 3 6 1 0 0 0 0 0 0 45 08:00 5 9 19 15 19 7 1 0 0 0 0 0 0 75 09:00 4 4 13 19 13 5 0 0 0 0 0 0 0 58 10:00 4 8 6 16 16 4 4 0 0 0 0 0 0 58 11:00 6 3 7 22 10 4 2 1 0 0 0 0 0 55 12:00 PM 1 9 7 18 15 3 7 0 0 0 0 0 0 60 13:00 4 8 13 11 13 11 2 2 0 0 0 0 0 64 14:00 2 3 5 15 8 8 2 1 0 0 0 0 0 44 15:00 7 6 7 17 20 6 1 0 0 0 0 0 0 64 16:00 5 5 12 16 15 7 2 2 0 0 0 0 0 64 17:00 4 7 17 20 15 11 1 1 0 0 0 0 0 76 18:00 2 8 9 15 15 7 1 0 0 0 0 0 0 57 19:00 5 10 11 18 16 3 3 0 0 0 0 0 0 66 20:00 2 3 4 13 10 5 2 1 0 0 0 0 0 40 21:00 6 6 9 12 6 1 2 0 0 0 0 0 0 42 22:00 1 1 2 8 5 0 2 0 0 0 0 0 0 19 23:00 3 2 6 3 6 4 1 0 0 0 0 0 0 25 %of Totals 7% 11% 17% 27% 23% 10% 1-8 AM Volumes 24 36 68 101 79 30 12 4 0 0 0 314 %AM 2% 4% 7% 30% 8% 3% 1% 0% 36% AM Peak Hour 11.00 08D0 08:00 11.,00 w.,00 0600 1000 06,00 08D0 Volume 6 9 19 22 19 7 4 2 75 PM Volumes 42 68 102 166 1" 66 26 7 0 0 621 %PM 4% 7% 30% 17% 15% 7% 3% 1% 64% PM Peak Hour 1500 1900 17,00 17,00 15,00 13W 12D0 13Do 17.00 Volume 7 30 17 20 20 11 7 2 76 Directional Peak Periods AM 7-9 NOON 12-2 PM 4-6 Off Peak Volumes All Speeds Volume % Volume % 1 Volume % 120 12% 124 13% 140 — '4?E 61% 15th 50th Average 85th 95th ADT Bartlett Ave Summary1 19 28 27 35 40 971 \lllfeo�h) CE EAD 7oa"11-i.�..�n�,e.�o, Prepared By: Transtech Engineers, Inc. I Page 13 of 15 TRAFFIC REVIEW OF MUSCATEL AVENUE BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD Attachment 5: Prepared by National Data L Surveying Services VOLUME Bartlett Ave Bet Garvey Ave & Ramona Blvd Day: Saturday Date: 4/20/2024 City: Rosemead Project 8: CA24_020090_009 NB648 a:WB Total AM rr DAILYTOTALS r 1,213 4 00:00 0. 0 0 0. 12:00 12 6 0 0 18 00:15 2 3 0 0 5 1 2: 15 13 4 0 0 17 00:30 2 3 0 0 5 12:30 12 7 0 0 19 00:45 1 5 r 1 7 r 0 r 0 2 12 22:45 6 43 r 11 28 r 0 r 0 17 71 01:00 0 2 0 0 2 13:00 8 10 0 0 18 01:15 0 2 0 0 2 13:15 9 13 0 0 22 01:30 0 0 0 0 13:30 10 7 0 0 17 01:45 1 1 r 1 5 r 0 r 0 2 6 13:45 14 41 r 10 40 r 0 r 0 24 81 02:00 0 3 0 0 3 24:00 7 8 0 0 15 02:15 0 1 0 0 1 24:15 12 12 0 0 24 02:30 0 0 0 0 14:30 8 8 0 0 16 02:45 1 1 r 0 4 r 0 r 0 1 5 14:45 8 35 r 13 41 r 0 r 0 21 76 03:00 0 2 0 0 2 15:00 12 11 0 0 23 03:15 1 0 0 0 1 15:15 12 7 0 0 19 03:30 1 0 0 0 1 15:30 12 11 0 0 23 03:45 1 3 r 0 2 r 0 r 0 1 5 15:45 7 43 r 6 35 r 0 r 0 13 78 04:00 0 0 0 0 16:00 11 6 0 0 17 04:15 1 1 0 0 2 16:15 8 9 0 0 17 04:30 1 0 0 0 1 16:30 9 8 0 0 17 04:45 1 3 r 0 1 r 0 r 0 1 4 16:45 9 37 r 10 33 r 0 r 0 19 70 05:00 2 1 0 0 3 17:00 11 8 0 0 19 05:25 0 1 0 0 1 17:15 5 6 0 0 11 05:30 3 0 0 0 3 17:30 19 6 0 0 25 05:45 0 5 2 4 0 0 2 9 17:45 7 42 9 29 0 0 16 71 06:00 3 1 0 0 4 18:00 8 13 0 0 21 06:15 1 1 0 0 2 18:15 10 8 0 0 18 06:30 1 1 0 0 2 18:30 10 13 0 0 23 06:45 2 7 r 3 6 r 0 r 0 5 13 18:45 12 40 r 12 46 r 0 r 0 24 86 07:00 5 3 0 0 8 19:00 11 15 0 0 26 07:15 9 4 0 0 13 19:15 15 13 0 0 28 07:30 8 5 0 0 13 19:30 8 9 0 0 17 07:45 3 25 r 2 14 r 0 r 0 5 39 19:45 10 44 r 15 52 r 0 r 0 25 96 08:00 8 6 0 0 14 20:00 7 12 0 0 19 08:25 13 5 0 0 18 20:15 14 7 0 0 21 08:30 8 5 0 0 13 20:30 5 5 0 0 10 08:45 10 39 r 7 23 r 0 r 0 17 62 20:45 8 34 r 5 29 r 0 r 0 13 63 09:00 12 10 0 0 22 21:00 5 9 0 0 14 09:15 6 9 0 0 15 21:15 8 9 0 0 17 09:30 13 6 0 0 19 21:30 7 9 0 0 16 09:45 11 42 r 9 34 r 0 r 0 20 76 21:45 3 23 r 3 30 r 0 r 0 6 53 10:00 13 13 0 0 26 22:00 2 7 0 0 9 10:15 13 4 0 0 17 22:15 10 3 0 0 13 10:30 13 6 0 0 19 22:30 7 8 0 0 15 10:45 9 48 r 16 39 r 0 r 0 25 87 22:45 4 23 r 8 26 r 0 r 0 12 49 11:00 13 2 0 0 15 23:00 6 5 0 0 11 11:15 7 5 0 0 12 23:15 7 2 0 0 9 11:30 16 13 0 0 29 23:30 1 2 0 0 3 11:45 11 47 4 24 r 0 0 15 71 23:45 3 17 r 4 13 0 r 0 7 30 TOTALS 226 163 389 TOTALS 422 402 824 SPLIT % 58.1% 41.9% 0 32.1% SPLIT % 51.2% 49.8% 67.9% AM Peak Hour 11:30 10:00 10:00 PM Peak Hour 19:30 18:30 19:30 AM Pk Volume 52 39 87 PM Pk Volume 48 53 101 Pk Hr Factor 0.813 0.609 0.937 Pk Hr Factor 0.800 0.883 0.902 7-9Volume 64 37 101 4-6Volume 79 62 141 7-9 Peak Hour 08:00 08:00 08:00 4-6 Peak Hour 16:45 16:15 16:45 7-9 Pk Volume 39 23 62 4-6 Pk Volume 44 35 74 Pk Hr Factor 0.750 0.821 0.861 Pk Hr Factor 0.579 0.875 0.740 OSE EAD Prepared By: Transtech Engineers, Inc. I Page 14 of 15 TRAFFIC REVIEW OF MUSCATEL AVENUE BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD Attachment 6: Prep red by Naoonal D.I. a S.- -SPEED Bartlett Ave Bet Garvey Ave & Ramona Blvd Day: Saturday Data: 4/20/2024 Summary City: Rosemead Project ll: CA24_020090_009 00:00 AM 0 0 5 4 1 2 0 0 0 0 0 0 0 12 01:00 0 0 3 1 0 0 2 0 0 0 0 0 0 6 02:00 0 0 1 3 1 0 0 0 0 0 0 0 0 5 03:00 0 2 1 1 0 1 0 0 0 0 0 0 0 5 04:00 0 0 0 1 2 1 0 0 0 0 0 0 0 4 05:00 ' 3 0 2 2 2 0 0 0 0 0 0 0 0 9 06:00 0 1 1 5 4 1 0 1 0 0 0 0 0 13 07:00 2 7 9 7 8 4 1 1 0 0 0 0 0 39 08:00 4 9 15 17 6 9 1 1 0 0 0 0 0 62 09:00 10 8 25 17 13 2 1 0 0 0 0 0 0 76 10:00 6 19 17 20 19 4 1 1 0 0 0 0 0 87 11:00 7 9 16 16 14 7 1 1 0 0 0 0 0 71 12:00 PM 7 12 11 20 12 7 2 0 0 0 0 0 0 71 13:00 4 11 14 19 25 6 2 0 0 0 0 0 0 81 14:00 13 17 13 16 12 3 1 1 0 0 0 0 0 76 15:00 5 18 13 21 11 9 1 0 0 0 0 0 0 78 16:00 6 14 11 18 15 5 1 0 0 0 0 0 0 70 17:00 3 3 24 20 13 8 0 0 0 0 0 0 0 71 18:00 4 17 29 23 9 4 0 0 0 0 0 0 0 86 19:00 26 21 22 17 8 2 0 0 0 0 0 0 0 96 20:00 5 12 25 11 S 2 0 0 0 0 0 0 0 63 21:00 10 14 16 6 5 2 0 0 0 0 0 0 0 53 22:00 0 6 11 17 S 5 1 1 0 0 0 0 0 49 23:00 2 4 8 12 3 1 D 0 0 0 0 0 0 30 %ot Totals 10% 17% 24% 24% 16% 7% 1% 1%j I I I300% AMVolumes 32 55 95 94 70 31 7 5 0 C 0 0 389 %AM 3% 5% 8% 8% 6% 3% 1% D% 32% AM Peak Hour 09W low 09W 3000 low 08U0 o1W 06:00 low Volume 10 19 25 2D 19 9 2 1 37 PMVOlumes 85 149 197 200 129 54 8 2 0 0 0 0 0 824 %PM - 12% 16% 16% 11% 4% PM Peak Hour 19W 19W law law 13A0 15.,W 12:00 14:00 19w volume 2fi 21 29 23 25 9 2 1 9fi Directional Peak Periods AM 7-9 NOON 12-2 PM 4-6 OffPeak Volumes All Speeds Volume % Volume % Volume % Volume % 101 8% 152 1396 1 141 12% 819 68% 15th I 50th Average 85th 95th ADT BartlettAve I Summary 1 17 1 25 25 33 33 1213 OSE EAD ,o4ry.rsm,��,�..�a�,e.��, Prepared By: Transtech Engineers, Inc. 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