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TC - Item 3D - Traffic Calming Review along Muscatel Avenue between Garvey Avenue and Ramona BoulevardROSEMEAD TRAFFIC COMMISSION STAFF REPORT TO: TRAFFIC COMMISSION FROM: DIRECTOR OF PUBLIC WORKS DATE: OCTOBER 3, 2024 SUBJECT: TRAFFIC CALMING REVIEW ALONG MUSCATEL 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 Muscatel Avenue, as well as recommended appropriate improvements at the location of Muscatel Avenue between Garvey Avenue and Ramona Boulevard. The City of Rosemead has received a request to review the segment of Muscatel 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 a traffic review of this segment of Muscatel 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: Muscatel Avenue is a north/south roadway, classified as a Major Collector Road per the California Road Systems Map by Caltrans. This segment of Muscatel Avenue extends from Garvey Avenue, approximately 3350-ft north to Ramona Boulevard. Muscatel Avenue at Garvey Avenue is a signalized intersection, and Muscatel Avenue at Ramona Boulevard is a stop controlled intersection. Muscatel 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 Muscatel City Traffic Commission Meeting October 3, 2024 Page 2 of 3 Avenue, between 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 Muscatel 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 Muscatel 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. REMOVE AND REPLACE 25 MPH SPEED LIMIT SIGNAGE: Remove and replace existing 25 MPH speed limit signs with new 25 MPH Speed Limit Signage (R2-1) along Muscatel Avenue, adjacent to the existing "25" pavement legends: a. Replace 25 MPH Speed Limit Sign on the west side of Muscatel Avenue for southbound traffic, approximately 145-feet south of the intersection with Ramona Boulevard. b. Replace 25 MPH Speed Limit Sign on the east side of Muscatel Avenue for northbound traffic, approximately 245-feet north of the intersection with Garvey Avenue. 2. INSTALL NEW 25 MPH SPEED LIMIT SIGNAGE: Install two new 25 MPH Speed Limit Signs (R2-1) along Muscatel Avenue, adjacent to the existing "25" pavement legends: a. Install new 25 MPH Speed Limit Sign on the east side of Muscatel Avenue for northbound traffic, approximately 1430-feet south of the intersection with Ramona Boulevard. b. Install new 25 MPH Speed Limit Sign on the west side of Muscatel Avenue for southbound traffic, approximately 1430-feet south of the intersection with Ramona Boulevard. 3. INSTALL DOUBLE YELLOW CENTERLINE: Install double yellow centerline along the entire segment of Muscatel 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 MUSCATEL AVENUE BETWEEN RAMONA AVENUE AND GARVEY AVENUE INTRODUCTION The City of Rosemead has received a request to review the segment of Muscatel 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 Muscatel 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 , AP a " s fir.. i t r4, r �,n IMF l.. —4' w.Jl-t• ���``�� \ I 11 i �_ 3 e' b rat LEGEND Segment: Muscatel 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 MUSCATEL AVENUE BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD EXISTING CONDITIONS Fieure 2: Existine Conditions Diaeram — Muscatel Avenue between Garvev Avenue & Ramona Boulevard WIN Ipw � _ � ''�• iM''`�g 6J _t_t H9 i �� :'fw " •r - r �� Oyu " • �iiE`' ♦ _ I .. ,r W ,�, $"�'w .1' r �'� J ia41* LEGEND Double Arrow sign / (W1-7) & Object I "No Parking on Stop Sign (111-1) Marker (N-1 (CA)) PARKING Thursday; 6AM —11AM; THURSDAY Street Sweeping" (R30A SPEED 6AM-11AM (CA)) Variation 'T Speed Limit R2 — 1 Signalized 25 Intersection Muscatel Avenue: Within the City of Rosemead, Muscatel Avenue is a north/south roadway, classified as a Major Collector Road per the California Road Systems Map by Caltrans. This segment of Muscatel Avenue extends from Garvey Avenue, approximately 3300-ft north to Ramona Boulevard. At the south end of the segment, Muscatel Avenue is signalized at the intersection with Garvey Avenue. At the north end of the segment, Muscatel Avenue is stop controlled at the intersection with Ramona Boulevard. Muscatel 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 Muscatel 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 Muscatel Avenue consists of single-family residential housing. �,t , OSE►WE'AD Prepared By: Transtech Engineers, Inc. I Page 2 of 15 TRAFFIC REVIEW OF MUSCATEL 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 Muscatel 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, Muscatel 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 5/12/2023 MUSCATEL GARVEY 420' N 12:25 FRI DAY BROAD 4 OTHER MV NB PASSING MV HIT NB UFT TURN TOO 2 AVE AVE LIGHT SIDE CLOSE �,`20 OSE►WE'AD Prepared By: Transtech Engineers, Inc. I Page 3 of 15 TRAFFIC REVIEW OF MUSCATEL AVENUE BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD Figure 3: Collision Diagram, Muscatel Avenue, between Garvey Avenue and Ramona Boulevard 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 Muscatel Avenue between Garvey Avenue & Ramona NB 498 Boulevard t^ cos-yAD ,oaT,=sm,,ow�ame,w SB TOTAL 456 1 954 Prepared By: Transtech Engineers, Inc. I Page 4 of 15 TRAFFIC REVIEW OF MUSCATEL 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 Muscatel Avenue between Garvey Avenue & Ramona NB Boulevard 482 SB TOTAL 464 1 946 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 Muscatel Avenue between NB SB TOTAL Garvey Avenue &Ramona 497 462 959 Boulevard SPEED SURVEY To assess the speed at which vehicles are traveling along this segment of Muscatel 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 34 MPH, on all three days. This means that 85 percent of the vehicles sampled were traveling at 34 MPH or below, which is 9 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 Muscatel 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 Muscatel Avenue between 3/21/2024 Garvey Avenue & Ramona NB/SB 34 MPH 25 MPH 24-hour Boulevard Muscatel Avenue between 3/22/2024 Garvey Avenue & Ramona NB/SB 34 MPH 25 MPH 24-hour Boulevard Muscatel Avenue between 4/20/2024 Garvey Avenue & Ramona NB/SB 34 MPH 25 MPH 24-hour Boulevard t^ Cos-leAD ,oaT,=sm,,ow�ame,w Prepared By: Transtech Engineers, Inc. I Page 5 of 15 TRAFFIC REVIEW OF MUSCATEL 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 MUSCATEL AVENUE BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD RECOMMENDATIONS After a review of existing traffic conditions and following the City of Rosemead Speed Hump Policy, 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 Muscatel Avenue, between Garvey Avenue and Ramona Avenue does not qualify for the installation of speed humps. Muscatel Avenue is classified as a Major Collector Road, and for a street to qualify for speed hump installation it must be a local road. However, this segment of Muscatel Avenue between Garvey Avenue and Ramona Boulevard was found to qualify for the installation of traffic calming measures. The following measures are recommended and shown in the Recommendation Exhibit below: Recommendations: 1. REMOVE AND REPLACE 25 MPH SPEED LIMIT SIGNAGE: Remove and replace existing 25 MPH speed limit signs with new 25 MPH Speed Limit Signage (R2-1) along Muscatel Avenue, adjacent to the existing "25" pavement legends: a. Replace 25 MPH Speed Limit Sign on the west side of Muscatel Avenue for southbound traffic, approximately 145-feet south of the intersection with Ramona Boulevard. b. Replace 25 MPH Speed Limit Sign on the east side of Muscatel Avenue for northbound traffic, approximately 245-feet north of the intersection with Garvey Avenue. 2. INSTALL NEW 25 MPH SPEED LIMIT SIGNAGE: Install two new 25 MPH Speed Limit Signs (R2-1) along Muscatel Avenue, adjacent to the existing "25" pavement legends: a. Install new 25 MPH Speed Limit Sign on the east side of Muscatel Avenue for northbound traffic, approximately 1430-feet south of the intersection with Ramona Boulevard. b. Install new 25 MPH Speed Limit Sign on the west side of Muscatel Avenue for southbound traffic, approximately 1430-feet south of the intersection with Ramona Boulevard. 3. INSTALL DOUBLE YELLOW CENTERLINE: Install double yellow centerline along the entire segment of Muscatel 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- MUSCATEL AVENUE, BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD Date Prepared. 10-3-24. :� A�n �., •�4��. � Lam' �• �_ r_.Q+ �t� i.tf.l '.��i t � �Ir4}�AA y��•�� •�• r bar .-Ir . r , 23 Or nj f-S � �y :15Y i•aH _ Nx � L I -�',. ♦ i Y. - rt- I. -r- •7 _ - ��',.►► Iw�R s L ',.�y� •,i- 7f �� t ° � N �D � -'tt �; r-�-�-�� ('i'i r � r -_ N' _q7 tom". + r-F.i ,.r•r T �.`�a.� t`IO 'I r " ' t A .'J• r �J 1a ' a + ` ry�2b OREMOVE AND REPLACE 25 MPH SPEED LIMIT SIGNAGE: REMOVE AND REPLACE EXISTING 25 MPH SPEED LIMIT SIGNS WITH NEW 25 MPH SPEED LIMIT SIGNAGE (112-1) ALONG MUSCATEL AVENUE, ADJACENT TO THE EXISTING "25" PAVEMENT LEGENDS: (A) REPLACE 25 MPH SPEED LIMIT SIGN ON THE WEST SIDE OF MUSCATEL AVENUE FOR SOUTHBOUND TRAFFIC, APPROXIMATELY 145-FEET SOUTH OF THE INTERSECTION WITH RAMONA BOULEVARD. (B) REPLACE 25 MPH SPEED LIMIT SIGN ON THE EAST SIDE OF MUSCATEL AVENUE FOR NORTHBOUND TRAFFIC, APPROXIMATELY 245-FEET NORTH OF THE INTERSECTION WITH GARVEY AVENUE. OINSTALL NEW 25 MPH SPEED LIMIT SIGNAGE: INSTALLTWO NEW 25 MPH SPEED LIMIT SIGNS (112-1) ALONG MUSCATEL AVENUE, ADJACENT TO THE EXISTING "25" PAVEMENT LEGENDS: (A) INSTALL NEW 25 MPH SPEED LIMIT SIGN ON THE EAST SIDE OF MUSCATEL AVENUE FOR NORTHBOUND TRAFFIC, APPROXIMATELY 1430-FEET SOUTH OF THE INTERSECTION WITH RAMONA BOULEVARD. (B) INSTALL NEW 25 MPH SPEED LIMIT SIGN ON THE WEST SIDE OF MUSCATEL AVENUE FOR SOUTHBOUND TRAFFIC, APPROXIMATELY 1430-FEET SOUTH OF THE INTERSECTION WITH RAMONA BOULEVARD. OINSTALL DOUBLE YELLOW CENTERLINE ALONG THE ENTIRE SEGMENT OF MUSCATEL AVENUE, FROM GARVEY AVENUE TO RAMONA BOULEVARD. TRAFFIC REVIEW OF MUSCATEL AVENUE BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD Attachments: 1. ADT (Thursday, March 21, 2024): Muscatel Avenue between Garvey Avenue and Ramona Boulevard 2. Speed Survey (Thursday, March 21, 2024): Muscatel Avenue between Garvey Avenue and Ramona Boulevard 3. ADT (Friday, March 22, 2024): Muscatel Avenue between Garvey Avenue and Ramona Boulevard 4. Speed Survey (Friday, March 22, 2024): Muscatel Avenue between Garvey Avenue and Ramona Boulevard 5. ADT (Saturday, April 20, 2024): Muscatel Avenue between Garvey Avenue and Ramona Boulevard 6. Speed Survey (Saturday, April 20, 2024): Muscatel 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: Prepared by National Data S Surveying Services VOLUME Muscatel Ave Bet Garvey Ave & Ramona Blvd Day: Thursday Date: 3/21/2024 City: Rosemead ProjectM CA24_020090_008 DAILYTOTA F r 954 00:00• 1 2 0 0. 3 12:00 6 4 0 0. 10 00:25 1 2 0 0 3 12:15 8 9 0 0 17 00:30 0 2 0 0 2 12:30 6 5 0 0 11 00:45 0 2 r 2 8 r 0 r 0 2 10 12:45 7 27 r 18 36 r 0 r 0 25 63 02:00 0 1 0 0 1 13:00 12 4 0 0 16 02:15 0 1 0 0 1 13:15 9 11 0 0 20 01:30 0 0 0 0 13:30 9 8 0 0 17 01:45 0 r 0 2 r 0 r 0 2 13:45 8 38 r 8 31 r 0 r 0 16 69 02:00 1 0 0 0 1 14:00 9 4 0 0 13 02:15 0 0 0 0 14:15 7 9 0 0 16 02:30 0 0 0 0 24:30 13 10 0 0 23 02:45 0 1 0 0 0 1 14:45 9 38 8 31 0 0 17 69 03:00 0 0 0 0 15:00 6 9 0 0 15 03:15 2 0 0 0 2 15:15 5 10 0 0 15 03:30 1 0 0 0 1 15:30 13 4 0 0 17 03:45 0 3 r 0 r 0 r 0 3 15:45 3 27 r 7 30 r 0 r 0 10 57 04:00 1 0 0 0 1 16:00 5 7 0 0 12 04:15 0 0 0 0 16:15 9 6 0 0 15 04:30 1 1 0 0 2 16:30 11 5 0 0 16 04:45 0 2 r 0 1 r 0 r 0 3 16:45 9 34 r 11 29 r 0 r 0 20 63 05:00 2 1 0 0 3 17:00 14 12 0 0 26 05:15 1 0 0 0 1 17:15 15 5 0 0 20 05:30 1 0 0 0 1 17:30 18 8 0 0 26 05:45 2 6 r 2 3 r 0 r 0 4 9 17:45 6 53 r 9 34 r 0 r 0 15 87 06:00 1 0 0 0 1 28:00 11 9 0 0 20 06:15 1 1 0 0 2 18:15 8 10 0 0 18 06:30 2 3 0 0 5 18:30 5 4 0 0 9 06:45 1 3 7 r 2 6 r 0 r 0 5 13 18:45 6 30 r 8 31 r 0 r 0 14 61 07:00 2 4 0 0 6 19:00 12 5 0 0 17 07:15 6 4 0 0 10 19:15 9 8 0 0 17 07:30 7 5 0 0 12 19:30 11 8 0 0 19 07:45 4 19 r 8 21 r 0 r 0 12 40 19:45 9 41 r 4 25 r 0 r 0 J 13 66 06:00 14 11 0 0 25 20:00 5 7 0 0 12 06:15 8 8 0 0 16 20:15 3 5 0 0 8 08:30 9 8 0 0 17 20:30 5 5 0 0 10 08:45 8 39 r 6 33 r 0 r 0 14 72 20:45 0 13 r 4 21 r 0 r 0 4 34 09:00 6 9 0 0 15 21:00 5 5 0 0 10 09:25 7 8 0 0 15 21:15 4 3 0 0 7 09:30 5 6 0 0 11 21:30 5 2 0 0 7 09:45 7 25 r 10 33 0 0 17 58 21:45 3 17 r 1 11 r 0 0 4 28 10:00 7 10 0 0 17 22:00 0 0 0 0 10:15 10 7 0 0 17 22:15 3 4 0 0 7 10:30 5 9 0 0 14 22:30 1 2 0 0 3 10:45 6 28 r 7 33 r 0 r 0 13 61 22:45 1 5 r 0 6 r 0 r 0 1 11 22:00 9 4 0 0 13 23:00 1 1 0 0 2 12:15 9 7 0 0 16 23:15 2 4 0 0 6 11:30 11 7 0 0 18 23:30 0 1 0 0 1 11:45 11 40 r 7 25 r 0 r 0 18 65 23:45 0 3 r 0 6 r 0 r 0 9 Eq;TAIS 172 165 337 TOTALS 326 291 617 SPLIT % 51.0% 49.0% 35.3% SPLIT % 1 52.8% 47.2% 64.7% AM Peak Hour 11:00 09:45 08:00 PM Peak Hour 16:45 12:45 16:45 AM Pk Volume 40 36 72 PM Pk Volume 56 41 92 Pk Hr Factor 0.909 0.900 0.720 Pk Hr Factor 0.778 0.559 0.985 7-9 Volume 58 54 112 4-6Volume 87 63 150 7-9 Peak Hour 08:00 07:45 09:00 4-6 Peak Hour 16:45 16:45 16:45 7-9 Pk Volume 39 35 72 4-6 Pk Volume 56 36 92 Pk Hr Factor 0.696 0.795 0.720 Pk Hr Factor 0.778 0.750 0.885 OSE EAD �oaryrsm,��,�..�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: P-p—d by Haimnal n— S 9moeyin9 servmes SPEED Muscatel Ave Bet Garvey Ave & Ramona Blvd Day: Thursday Date: 3/21/2024 Summary City: Rosemead Project#- CA24_020090_008 00:00 AM 1 2 5 1 0 0 0 0 0 0 0 0 30 01:00 0 0 1 1 0 0 0 0 0 0 0 0 0 2 02:00 0 0 1 0 0 0 0 0 0 0 0 0 0 1 03:00 0 1 2 0 0 0 0 0 0 0 0 0 0 3 04:00 1 0 1 0 0 0 0 1 0 0 0 0 0 3 05:00 0 2 1 3 1 1 1 0 0 0 0 0 0 9 06:00 1 2 5 3 1 0 0 1 0 0 0 0 0 13 07:00 5 3 9 10 9 4 0 0 0 0 0 0 0 40 08:C0 2 10 20 20 14 6 0 0 0 0 0 0 0 72 09:00 3 6 15 16 12 5 1 0 0 0 0 0 0 58 10:00 12 6 13 18 11 1 0 0 0 0 0 0 0 61 11:00 9 3 16 16 13 4 3 1 0 0 0 0 0 65 12:00 PM 6 7 18 14 13 3 2 0 0 0 0 0 0 63 13:00 6 11 15 16 17 2 2 0 0 0 0 0 0 69 14:00 11 5 13 16 20 3 1 0 0 0 0 0 0 69 15:00 4 1 7 17 13 9 5 1 0 0 0 0 0 57 16:00 3 5 8 21 14 9 3 0 0 0 0 0 0 63 17:00 7 6 15 31 20 7 1 0 0 0 0 0 0 87 18:00 5 5 13 20 15 2 1 0 0 0 0 0 0 61 19:00 4 9 18 21 10 3 1 0 0 0 0 0 0 66 20:00 5 6 6 10 2 4 1 0 0 0 0 0 0 34 21:00 0 4 7 10 4 2 1 0 0 0 0 0 0 28 22:00 1 3 1 3 2 0 1 0 0 0 0 0 0 11 23.00 1 2 1 3 0 1 1 0 0 0 0 0 0 9 %of Totals 9% 10% 22% 29% 20% 7% AM Volumes 34 35 85 92 62 21 5 - 0 c - 0 337 %AM 4% 4% 9% 30% 6% 2% 1% 35% AM Peak Hour 10'D0 08:00 08DD 06W 08:00 08'D0 11:00 01.cc 08W Volume 12 10 20 20 14 6 3 1 72 PM Volumes 53 M 122 182 130 45 20 1 0 C 0 0 617 %PM 6% 7% 13% 19% 14% 5% 2% - 65% PM Peak Hour 14.1 13:00 12U0 17:00 14.D0 15:00 15:00 15U0 17U0 Volume 11 11 18 31 20 9 5 1 87 Directional Peak Periods AM 7-9 NOON 12-2 PM 4-6 Off Peak Volumes All Speeds volume % volume % volume % volume % 112 12% 132 14% 150 16% 560 59% StramatName Direction 15th SOth Average SSth 95th ADT Muscatel Ave Summary1 18 1 27 1 26 1 34 1 39 1 954 cE EAD TodaY11- Tn.on nme - 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 S Surveying Services VOLUME Muscatel Ave Bet Garvey Ave & Ramona Blvd Day: Friday Date: 3/22/2024 City: Rosemead Project #: CA24_020090_008 r r DAILYTOTALS TOTALAM r r 946 00:00 1. 0 0 0. 1 12:00 8. 9 0 D 17 00:15 0 2 0 0 2 12:15 6 7 0 0 13 00:30 1 0 0 0 1 12:30 9 3 0 0 12 00:45 0 2 r 0 2 r 0 r 0 4 12:45 3 26 r 6 25 r 0 r D 9 51 01:00 1 2 0 0 3 13:00 7 7 0 0 14 01:15 1 0 0 0 1 23:15 5 5 0 0 10 01:30 0 0 0 0 23:30 5 5 0 0 10 01:45 0 2 r 0 2 r 0 r 0 4 23:45 8 25 11 28 0 r 0 19 53 02:00 0 0 0 0 14:00 11 4 0 D 15 02:15 0 0 0 0 14:15 8 4 0 D 12 02:30 1 0 0 0 1 14:30 11 9 0 0 20 02:45 0 1 r 0 0 r 0 1 14:45 6 36 r 15 32 r 0 r 0 21 68 03:00 0 0 0 0 15:00 12 8 0 0 20 03:15 1 0 0 0 1 25:15 7 5 0 0 12 03:30 1 0 0 0 1 25:30 5 8 0 0 13 03:45 1 3 0 0 0 1 3 15:45 7 31 6 27 0 0 13 58 04:00 1 D 0 0 1 16:00 15 11 0 0 26 04:15 0 0 0 0 16:15 11 12 0 D 23 04:30 0 1 0 0 1 16:30 8 12 0 D 20 04:45 0 1 r 1 2 r 0 r 0 1 3 16:45 8 42 r 11 46 r 0 r 0 19 88 05:00 1 0 0 0 1 17:00 12 5 0 0 17 05:15 0 0 0 0 17:15 15 6 0 0 21 05:30 2 0 0 0 2 27:30 7 8 0 0 15 05:45 0 3 0 0 0 3 27:45 14 48 17 36 0 0 31 84 06:00 1 1 0 0 2 28:00 11 7 0 0 18 06:15 2 4 0 0 6 18:25 16 4 0 D 20 06:30 2 0 0 0 2 18:30 5 8 0 D 13 06:45 0 5 r 2 7 r 0 r 0 2 12 18:45 6 38 r 8 27 r 0 r 0 14 65 07:00 3 2 0 0 5 19:00 5 3 0 0 8 07:25 3 8 0 0 11 19:15 11 10 0 0 21 07:30 9 5 0 0 14 29:30 10 3 0 0 13 07:45 11 26 r 5 20 r 0 0 16 46 29:45 6 32 r 7 23 r 0 r 0 13 55 08:00 17 8 0 0 25 20:00 4 8 0 0 12 08:15 2 5 0 0 7 20:25 2 4 0 0 6 08:30 9 9 0 0 18 20:30 3 6 0 D 9 08:45 4 32 r 8 30 r 0 r 0 12 62 20:45 2 11 r 4 22 r 0 r 0 6 33 09:00 8 9 0 0 17 21:00 6 6 0 0 12 09:15 6 8 0 0 14 21:15 4 3 0 0 7 09:30 5 5 0 0 10 21:30 5 9 0 0 14 09:45 5 24 r 3 25 r 0 r 0 8 49 22:45 2 17 r 6 24 r 0 r 0 8 41 10:00 7 13 0 0 20 22:00 3 4 0 0 7 10:15 13 6 0 0 19 22:15 4 1 0 0 5 10:30 6 8 0 0 14 22:30 0 7 0 D 7 10:45 12 38 r 8 35 r 0 r 0 20 73 22:45 1 8 r 2 14 r 0 r D 3 22 11:00 9 4 0 0 13 23:00 2 2 0 0 4 11:15 3 4 0 0 7 23:15 2 2 0 0 4 11:30 7 14 D 0 21 23:30 1 2 0 0 3 11:45 7 26 r 6 28 r 0 r 0 13 54 23:45 0 5 r 3 9 r 0 r 0 3 14 TOTALS 163 151 324 TOTALS 319 313 632 SPLIT % 51.9% 48.1% 33.2% SPLIT % 50.5% 49.5% 65.8% DAILYTOTALS t t 946 AM Peak Hour 07:15 11:30 10:00 PMPeak Hour 17:00 16:00 16:00 AM Pk Volume 40 36 73 PM Pk Volume 48 46 88 Pk Hr Factor 0.598 0.643 0.913 Pk Hr Factor 0.800 D.958 0.846 7-9 Volume 58 50 108 4-6Volume 90 82 172 7-9 Peak Hour 07:15 09:00 07AS 4-6 Peak Hour 17:00 16:00 16:00 7-9 Pk Volume 40 30 66 4-6Pk Volume 48 46 88 Pk Hr Factor 0.598 0.833 0.660 Pk Hr Factor 0.800 0.958 0.846 OSE EAD ,oar�.rsm,��,�..�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: Prepared by Nad... I Ha,a 8: S.—ying 5errices SPEED Muscatel Ave Bet Garvey Ave & Ramona Blvd Day: Friday Date: 3/22/202 Summary aty: Rosemead ProjectM CA24_020090_008 00:00 AM 0 1 2 1 0 0 0 0 0 0 L 5 4 0 01:00 0 1 1 2 0 0 0 0 0 0 ' 0 0 0 4 02:00 0 0 0 0 0 1 0 0 0 0 0 0 0 1 03:00 1 1 0 1 0 0 0 0 0 0 ' 0 0 0 3 04:00 1 0 1 0 0 0 0 1 0 0 0 0 0 3 05:00 0 0 0 1 1 0 0 1 0 0 ' 0 0 0 3 06:00 1 1 2 3 2 2 0 1 0 0 0 0 0 12 07:00 4 2 9 10 14 5 2 0 0 0 ' 0 0 0 46 08:00 4 9 19 17 10 3 0 0 0 0 0 0 0 62 09:00 6 7 8 14 7 5 1 1 0 0 ' 0 0 0 49 10:00 6 9 18 20 14 2 3 1 0 0 0 0 0 73 22:00 4 6 9 13 15 5 0 2 0 0 ' 0 0 0 54 12:00 PM 2 5 12 19 5 6 1 1 0 0 0 0 0 51 13:00 2 9 13 9 8 8 4 0 0 0 ' 0 0 0 53 14:00 5 4 15 19 14 9 1 1 0 0 0 0 0 68 15:00 2 6 11 20 13 5 1 0 0 0 ' 0 0 0 58 16:00 3 9 20 29 21 1 5 0 0 0 0 0 0 88 17:00 4 12 18 31 9 8 1 1 0 0 ' 0 0 0 84 18:00 8 12 20 17 7 1 0 0 0 0 0 0 0 65 19:00 3 9 21 13 6 1 1 1 0 0 ' 0 0 0 55 20:00 1 6 10 12 2 1 1 0 0 0 0 0 0 33 21:00 6 4 10 11 9 1 0 0 0 0 ' 0 0 0 41 22:00 1 2 7 6 2 1 2 1 0 0 0 0 0 22 23:00 0 1 7 5 1 0 0 0 0 0 0 0 0 14 %pf Totals 7% 12% 25% 29% 17% 7% 21 - 1 1DD% AMVolumes 27 37 69 82 63 23 6 7 0 0 O 0 0 314 %AM 3% 4% 7% 91, 7% 2% 1% 1':, 33% AM Peak Hour 09:00 08D0 08A0 Iota 11:oU 07.0 10:00 1100 1o.w Volume 6 9 19 20 15 5 3 73 PM Volumes 37 79 164 191 97 42 17 5 0 0 0 0 0 02 %PM 4% 8% 17% 20% 10% 4% 2% - 67% PM Peak Hour 18.1 17.0 19A0 17.0 16W 14:00 16.0 1200 16DO Volume 8 12 21 31 21 9 5 1 88 Directional Peak Periods AM 7-9 NOON 12-2 PM 4-6 Off Peak Volumes All Speeds Volume % Volume % Volume % Volume % 108 11% 104 �� 11% 172 �— 18% 562 59% 15th 50th Average 85th 95A ACT Muscatel Ave S,----ayl 18 26 26 34 39 946 cE EAD TOA"11- Tn.on nme - 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 6 Surveying Services VOLUME Muscatel Ave Bet Garvey Ave & Ramona Blvd Day: Saturday Date: 4/20/2024 City: Rosemead Project #: CA24_020090 008 AM Period DAILYTOTALS TOTAL r PM Period NB r S13 EB TOTAL 959 00:00 3 2 0 0. 5 12:00 9 11 0 0. 20 00:15 D 2 0 0 2 12:15 6 14 0 0 20 00:30 0 1 0 0 1 12:30 9 4 0 0 13 00:45 0 3 r 0 5 r 0 r 0 8 12:45 10 34 r 8 37 r 0 r 0 18 7 01:00 0 1 0 0 1 13:00 8 8 0 0 16 02:25 1 1 0 0 2 13:15 7 12 0 0 19 01:30 2 3 0 0 5 13:30 11 4 0 0 15 01:45 0 3 r 0 5 r 0 r 0 8 13:45 8 34 r 7 31 r 0 r 0 15 65 02:00 1 0 0 0 1 14:OD 8 12 0 0 20 02:15 1 2 0 0 3 14:15 7 8 0 0 15 02:30 0 0 0 0 14:30 8 6 0 0 14 02:45 0 2 r 1 3 r 0 0 1 5 14:45 9 32 r 7 33 r 0 r 0 16 65 03:00 1 0 0 0 1 15:00 13 9 0 0 22 03:15 0 0 0 0 15:15 10 8 0 0 18 03:30 1 0 0 0 1 15:30 6 13 0 0 19 03:45 0 2 r 1 1 r 0 r 0 1 3 15:45 10 39 r 4 34 r 0 r 0 14 73 04:00 0 1 0 0 1 16:00 8 5 0 0 13 04:25 1 0 0 0 1 16:15 8 6 0 0 14 04:30 0 1 0 0 1 16:30 8 8 0 0 16 04:45 0 1 r 0 2 r 0 r 0 3 16:45 10 34 r 6 25 r 0 r 0 16 59 05:00 1 0 0 0 1 17:00 8 10 0 0 18 05:15 1 0 0 0 1 17:15 11 6 0 0 17 05:30 0 0 0 0 17:30 8 8 0 0 16 05:45 0 2 1 1 0 0 1 3 17:45 10 37 7 31 0 0 17 68 06:00 1 1 0 0 2 18:00 4 11 0 0 15 06:15 0 1 0 0 1 18:15 8 5 0 0 13 06:30 1 0 0 0 1 18:30 4 10 0 0 14 06:45 3 5 r 1 3 r 0 r 0 4 8 18.45 8 24 r 6 32 r 0 r 0 14 56 07:00 3 1 0 0 4 19:00 9 10 0 0 19 07:15 5 3 0 0 8 19:15 11 7 0 0 18 07:30 1 2 0 0 3 19:30 4 3 0 0 7 07:45 6 15 r 2 8 r 0 r 0 8 23 19:45 3 27 r 3 23 r 0 r 0 6 50 08:00 7 2 0 0 9 20:00 8 8 0 0 16 08:15 6 2 0 0 8 20:15 5 5 0 0 10 08:30 6 8 0 0 14 20:30 6 8 0 0 14 08:45 13 32 r 5 17 r 0 r 0 18 49 20:45 3 22 r 2 23 r 0 r 0 5 45 09:00 4 6 0 0 10 21:00 1 4 0 0 5 09:25 4 3 0 0 7 21:15 4 9 0 0 13 09:30 12 5 0 0 17 21:30 5 7 0 0 12 09:45 13 33 r 9 23 r 0 r D 22 56 21:45 8 18 r 8 28 r 0 r 0 16 46 30:00 10 15 0 0 25 22:00 4 2 0 0 6 10:25 9 14 0 0 23 22:15 5 6 0 0 11 10:30 6 10 0 0 16 22:30 2 5 0 0 7 10:45 12 37 r 6 45 r 0 r 0 18 82 22:45 4 15 r 4 17 r 0 r 0 8 32 11:00 10 6 0 0 16 23:00 2 0 0 0 2 11:15 9 6 0 0 15 23:15 0 2 0 0 2 11:30 8 5 0 0 13 23:30 1 1 0 D 2 11:45 16 43 r 14 31 r 0 r 0 30 74 23:45 0 3 1 4 0 r 0 1 7 TOTALS 178 144 322 TOTALS 319 318 637 SPLIT % 55.3% 44.7% 33.6% SPLIT % 1 50.1% 49.9% 66.4% AM Peak Hour 09:30 09:45 09:30 PMPeak Hour 14:30 12:00 14:45 AM Pk Volume 44 48 87 PMPk Volume 40 37 75 Pk Hr Factor 0.946 0.800 0.870 Pk Hr Factor 0.769 0.661 0.952 7-9 Volume 47 25 72 4-6 Volume 71 56 127 7-9 Peak Hour 09:00 09:00 08:00 4-6 Peak Hour 16:30 17:00 17:00 7-9 Pk Volu me 32 17 49 4-6Pk Volume 37 31 68 Pk Hr Factor 0.615 0.531 0.681 Pk Hr Factor 0.911 0.775 0.944 cE EAD TOA"11- Tn.on nme - Prepared By: Transtech Engineers, Inc. I Page 14 of 15 TRAFFIC REVIEW OF MUSCATEL AVENUE BETWEEN GARVEY AVENUE AND RAMONA BOULEVARD Attachment 6: P­ ...d by Nali... I Er— 65u­mg 9--- SPEED Muscatel Ave Bet Garvey Ave & Ramona Blvd Day: Saturday Date: 4/20/2024 Summary City: Rosemead ProjectM CA24_020090_008 00:00 AM 0 0 0 6 2 G 0 G u G u 0 0 8 01:00 0 0 2 3 3 0 0 0 0 0 0 0 0 8 02:00 0 0 0 1 3 1 0 0 0 0 0 0 0 5 03:00 0 1 1 0 1 0 0 0 0 0 ' 0 0 0 3 04:00 0 0 0 2 0 0 1 0 0 0 0 0 0 3 05:00 0 0 0 0 2 0 0 1 0 0 ' 0 0 0 3 06:00 0 1 0 2 3 1 1 0 0 0 0 0 0 8 07:00 3 2 4 11 2 0 1 0 0 0 ' 0 0 0 23 08:00 4 3 5 19 9 4 5 0 0 0 0 0 0 49 09:00 2 6 19 14 9 3 3 0 0 0 ' 0 0 0 56 10:00 7 11 22 22 12 7 0 1 0 0 0 0 0 82 11:00 3 6 12 22 21 7 2 1 0 0 ' 0 0 0 74 12:00 PM 3 8 15 29 9 6 1 0 0 0 0 0 0 71 13:00 6 8 16 17 6 9 2 1 0 0 ' O 0 0 65 14:00 1 4 10 22 17 8 2 1 0 0 0 0 0 65 15:D0 4 6 11 23 13 13 2 1 0 0 ' 0 0 0 73 16:00 5 1 10 15 21 7 0 0 0 0 0 0 0 59 17:00 2 5 17 18 17 6 3 0 0 0 ' 0 0 0 68 18:00 1 4 12 21 11 5 2 0 0 0 0 0 0 56 19:00 0 5 13 22 5 4 1 0 0 0 ' 0 0 0 So 20:00 2 6 13 14 9 1 0 0 0 0 0 0 0 45 21:D0 2 6 11 16 8 2 1 0 0 0 ' O 0 0 46 22:00 2 3 4 11 9 3 0 0 0 0 0 0 0 32 23:D0 0 1 1 3 2 0 0 0 0 0 0 0 0 7 %Ofr—ls - 9% 21% 99% 20% 9% 4% 1% 10�% AM Volume$ 19 30 65 102 67 23 13 3 O 0 C 0 322 %AM 2% 3% 7% 11% 7% 2% 1% 0% 34% AM Peak Hour IOW IOW IOW 1090 IIW 10W M.W o500 IOW Volume 7 11 22 22 21 7 5 1 82 PM Volumes 28 57 133 211 127 64 14 3 0 0 0 0 0 637 %PM 3% 6% 14% 22% 13% 7% 1% O% 66% PM Peak Hour 13W 12W 17W 12W 16W 15.,00 17W 13W 15W Volume 6 8 17 29 21 13 3 1 73 Directional Peak Periods AM 7-9 NOON 12-2 PM 4-6 Off Peak Volumes All Speeds volume % volume % volume % volume % 72 8% 136 14% 127 13% 624 65% Percentiles Street Name Direction 15th SOth Average 85th 95th ADT Muscatel Ave Summary 20 27 27 34 39 959 cE EAD TodaY11- Tn.on nme - Prepared By: Transtech Engineers, Inc. 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