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TC - Item 3A - City of Rosemead 2022/2023 Engineering and Traffic Survey (Speed Survey)
ROSEMEAD TRAFFIC COMMISSION STAFF REPORT TO: TRAFFIC COMMISSION FROM: BEN KIM, CITY MANAGER DATE: AUGUST 3, 2023 SUBJECT: CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY (SPEED SURVEY) SUMMARY The City of Rosemead’s Engineering Department completed an Engineering and Traffic Survey (Speed Survey) for (42) street segments citywide and prepared the City of Rosemead 2022/2023 Engineering and Traffic Survey (Attachment A). The purpose of an engineering and traffic survey is to establish updated speed limits that can be legally enforced using radar at pre-determined locations. Engineering and traffic surveys can be an enforceable document for a maximum of 10 years as long as there have not been any significant changes in roadway or traffic conditions, including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volumes (for example a traffic signal, road diet, bike lanes, road widening, etc.). States and local agencies should conduct engineering studies at least once every 5, 7 or 10 years, in compliance with the California Vehicle Code (CVC Section 40802) to reevaluate non-statutory speed limits on segments of their roadways. The CAMUTCD Revision 7 and CVC Section 40802 are due to be updated and formally adopted by the State in 2024. Once the new regulations are adopted, the engineering and traffic survey may be extended to 14 years, using the same prerequisites. A resolution is required to be adopted by the City Council to set and establish citywide speed limits to be upheld by the courts. The adoption of the City of Rosemead 2022/2023 Engineering and Traffic Survey (Attachment A) will allow the posted speed limits to be upheld by the courts and will not constitute a "Speed Trap" as defined by CVC Section 40802. There are (42) total segments citywide that were selected for inclusion in the certification as listed in the attached Draft City of Rosemead 2022/2023 Engineering and Traffic Survey. City Traffic Commission Meeting August 3, 2023 Page 2 of 4 DISCUSSION The purpose of this report is to prepare an engineering and traffic survey at pre-determined locations in the City of Rosemead to establish updated speed limits that can be enforced using radar. An engineering and traffic assessment was prepared for (42) street segments in the City of Rosemead. Applicable sections of the California Vehicle Code (CVC) and Department of Transportation California Manual on Uniform Traffic Control Devices (CAMUTCD), as Revision 6 March 30, 2021 have been followed so that the posted speed limits can be upheld by the courts and will not constitute a "Speed Trap" as defined by CVC Section 40802. Speed limits in California are governed by the California Vehicle Code (CVC), Sections 22348 through 22413. Data was obtained regarding the prevailing speed of vehicles, traffic collisions, visibility restrictions, roadway conditions, pedestrian activities, on-street parking, and land use adjacent to the roadways. Radar speed measurements were conducted during October and November 2022. Average Daily Traffic (ADT) data at all (42) locations were obtained from counts taken in October 2022 and November 2022. These counts were taken while school was in session. Any unusual counts were checked and redone in order to verify the amount of traffic each segment carries. The City of Rosemead 2022/2023 Engineering and Traffic Survey (Attachment A) segment summaries presented in the report illustrate the results of a thorough evaluation of the data collected and provide a recommended speed limit for each street segment surveyed. In each case, the recommended speed limit is consistent with the prevailing behavior as demonstrated by the radar speed measurements. Based on the data, it was determined that (7) of the speed limits on the studied segments will be changed and the rest of the existing speed limits will remain as existing. The segment locations with recommended changes to the existing speed limits are as follow: • Location 6 – Emerson Place: New Avenue to San Gabriel Boulevard. The current posted speed for this location is listed as 30MPH, as per CVC Sections 627 and 22358.5, the new recommended speed limit for this location is 25MPH. • Location 14 – Jackson Avenue: Graves Avenue to Garvey Avenue. The current posted speed for this location is listed as 30MPH, as per CVC Sections 627 and 22358.5, the new recommended speed limit for this location is 25MPH. • Location 19 – Marshall Street: Rosemead Boulevard to Hart Avenue. The current posted speed for this location is listed as 30MPH, as per CVC Sections 627 and 22358.5, the new recommended speed limit for this location is 25MPH. City Traffic Commission Meeting August 3, 2023 Page 3 of 4 • Location 20 – Marshall Street: Hart Avenue to Rio Hondo Avenue. The current posted speed for this location is listed as 30MPH, as per CVC Sections 627 and 22358.5, the new recommended speed limit for this location is 25MPH. • Location 21 – Mission Drive: West City Limit to Walnut Grove Avenue. The current posted speed for this location is listed as 40MPH, as per CVC Sections 627 and 22358.5, the new recommended speed limit for this location is 35MPH. • Location 27 – Rio Hondo Avenue: Olney Street to Valley Boulevard. The current posted speed for this location is listed as 30MPH, as per CVC Sections 627 and 22358.5, the new recommended speed limit for this location is 25MPH. • Location 28 – Rosemead Place: Garvey Avenue to Earlswood Drive. The current posted speed for this location is listed as 35MPH, as per CVC Sections 627 and 22358.5, the new recommended speed limit for this location is 30MPH. The recommendations contained in the City of Rosemead 2022/2023 Engineering and Traffic Survey were intended to establish prima facie speed limits. Prima Facie limits advise the motorist and enforcement agencies of the reasonable speed for a section of highway for prevailing conditions. They are not intended to be absolute. All violations of these speed limits are violations of the basic speed law (Section 22350 of California Vehicle Code). This statute states that a person shall not drive a vehicle at a speed greater than is safe having regard for traffic, roadway, and weather conditions. A prima facie limit merely suggests a safe speed under normal conditions. Per the California Vehicle Code (CVC Section 40802), States and local agencies should conduct engineering studies at least once every 5, 7 or 10 years. Based on the results of this study, the document may be recertified if there have not been any significant changes to the roadway conditions. Once the CAMUTCD Revision 7 and CVC Section 40802 have been formally adopted by the State in 2024, the engineering and traffic survey may be extended to 14 years, using the same prerequisites. STAFF RECOMMENDATION It is recommended that the City Traffic Commission adopt the attached Draft City of Rosemead 2022/2023 Engineering and Traffic Survey (Attachment A) approving the Certification of the City of Rosemead 2022/2023 Engineering and Traffic Survey (Attachment A) for (42) street segments Citywide for the establishment of speed limits. City Traffic Commission Meeting August 3, 2023 Page 4 of 4 The City of Rosemead 2022/2023 Engineering and Traffic Survey (Attachment A) determined that (7) segment locations are eligible for a 5 MPH reduction in the posted speed limit. These segment locations are as follows: Location 6 – Emerson Place: New Avenue to San Gabriel Boulevard. The current posted speed for this location is listed as 30MPH, as per CVC Sections 627 and 22358.5, the new recommended speed limit for this location is 25MPH. Location 14 – Jackson Avenue: Graves Avenue to Garvey Avenue. The current posted speed for this location is listed as 30MPH, as per CVC Sections 627 and 22358.5, the new recommended speed limit for this location is 25MPH. Location 19 – Marshall Street: Rosemead Boulevard to Hart Avenue. The current posted speed for this location is listed as 30MPH, as per CVC Sections 627 and 22358.5, the new recommended speed limit for this location is 25MPH. Location 20 – Marshall Street: Hart Avenue to Rio Hondo Avenue. The current posted speed for this location is listed as 30MPH, as per CVC Sections 627 and 22358.5, the new recommended speed limit for this location is 25MPH. Location 21 – Mission Drive: West City Limit to Walnut Grove Avenue. The current posted speed for this location is listed as 40MPH, as per CVC Sections 627 and 22358.5, the new recommended speed limit for this location is 35MPH. Location 27 – Rio Hondo Avenue: Olney Street to Valley Boulevard. The current posted speed for this location is listed as 30MPH, as per CVC Sections 627 and 22358.5, the new recommended speed limit for this location is 25MPH. Location 28 – Rosemead Place: Garvey Avenue to Earlswood Drive. The current posted speed for this location is listed as 35MPH, as per CVC Sections 627 and 22358.5, the new recommended speed limit for this location is 30MPH. The City of Rosemead 2022/2023 Engineering and Traffic Survey (Attachment A) has determined the rest of the existing speed limits will remain as currently posted. Prepared by: Jana Robbins, Contract Traffic Engineering Division Attachments: A. Attachment A – Technical Traffic Engineering Report CITY OF ROSEMEAD 2022 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY CVC SECTION 627 Adopted by Rosemead City Council Resolution No. XX on XX, 2023 Transtech.org 855.595.2495 (toll-free) ISO 9001 Certified Submitted By: TRANSTECH ENGINEERS, INC. Contact Person for this Proposal: Jana Robbins, PTP, RSP E: jana.robbins@transtech.org Submitted To: CITY OF ROSEMEAD CITY OF ROSEMEAD 2022 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page ii of 206 TABLE OF CONTENTS SECTION PAGE Cover Page i Table of Contents ii Rosemead City Council Adopted Resolution No. XX (Adopted XX, 2023) iii Preparer’s Certification (Engineer’s Stamp and Signature) iv Section 1: Introduction 1 ✓ Table 1: List of Segments in Speed Survey 1 ✓ Principal Arterials 3 ✓ Minor Arterials 3 ✓ Major Collectors 4 ✓ Local Roads 4 Section 2: Overview 5 ✓ California Vehicle Code 5 ✓ Local Authority to Establish Prima Facie Speed Limits 6 ✓ Speed Trap 6 ✓ Change to the CAMUTCD as of March 2023 6 ✓ CVC Section 515 Residential District 7 ✓ Table 2: Road Segments Eligible to be Considered Residential District 7 ✓ Engineering and Traffic Survey 7 ✓ California Manual on Uniform Traffic Control Devices 8 ✓ Data Collection 9 ✓ Procedures 10 Section 3: Summary of Recommendations 12 ✓ Segments with Conditions Recommending a Reduction in Posted Limits 13 13 ✓ Table 3: Street Segments with Recommended Speed Changes 13 ✓ Table 4: City of Rosemead 2022/2023 Engineering and Traffic Survey Summary 16 ✓ Table 5: Summary Condition of Speed Limit Signs 21 Section 4: City of Rosemead 2022/2023 Citywide Speed Limit Map and Average Daily Traffic (ADT) Map 29 ✓ City of Rosemead 2022/2023 Citywide Speed Limit Map 30 ✓ City of Rosemead 2022 Citywide Average Daily Traffic (ADT) Map 31 Section 5: Engineering and Traffic Survey Summary Forms 32 Section 6: Average Daily Traffic (ADT) Counts 117 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page iii of 206 INSERT SIGNED ROSEMEAD CITY COUNCIL ADOPTED RESOLUTION NO. xx CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page iv of 206 PREPARER’S CERTIFICATION CITY OF ROSEMEAD, CALIFORNIA ENGINEERING AND TRAFFIC SURVEY CVC SECTION 627 EFFECTIVE DATE: XX, 2023 ADOPTED BY ROSEMEAD CITY COUNCIL RESOLUTION NO. XX ON XX, 2023 This report was prepared under the supervisions of: Bahman Janka, PE CERTIFICATION BY ENGINEER _ __________________________ Bahman Janka, PE License Type: Traffic License Number: 1520 CERTIFICATION BY ENGINEER I, Bahman Janka, contracted Traffic Engineering, do hereby certify that the 2022/2023 Engineering and Traffic Survey for the City of Rosemead was performed under my supervision. I certify that I am both experienced in performing surveys of this type and am duly registered in the State of California as a professional Engineer. The survey has been conducted in strict compliance with guidelines contained in the California Vehicle Code and the California Manual on Uniform Traffic Control Devices. Data contained in this report represents a true and accurate description of traffic conditions existing on City of Rosemead Streets. CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 1 of 206 SECTION 1: INTRODUCTION The purpose of this report is to prepare an Engineering and Traffic Survey at pre-determined locations in the City of Rosemead to establish updated speed limits that can be enforced using radar. An Engineering and Traffic assessment was prepared for 42 street segments in the City of Rosemead. Applicable sections of the California Vehicle Code (CVC) and Department of Transportation California Manual on Uniform Traffic Control Devices (CAMUTCD), as Revision 6 March 30, 2021, have been followed so that the posted speed limits can be upheld by the courts and do not constitute a "Speed Trap" as defined by CVC Section 40802. The following table lists all of the street segments considered in the 2022/2023 City-Wide Speed Survey. SEGMENT SUMMARY Table 1 List of Segments No. Street Segment 1. De Adelena Street Rosemead Boulevard to Ellis Lane 2. Del Mar Avenue Graves Avenue to Garvey Avenue 3. Del Mar Avenue Garvey Avenue to Hellman Avenue 4. Earlswood Drive Ivar Avenue to Rosemead Place 5. Ellis Lane Olney Street to Temple City Boulevard 6. Emerson Place New Avenue to San Gabriel Boulevard 7. Encinita Avenue Mission Road to Lower Azusa Road 8. Garvey Avenue West City Limit to Del Mar Avenue 9. Garvey Avenue Del Mar Avenue to San Gabriel Boulevard 10. Garvey Avenue San Gabriel Blvd to Walnut Grove Avenue 11. Garvey Avenue Walnut Grove Avenue to East City Limit 12. Grand Avenue Charlotte Avenue to Rosemead Boulevard 13. Hellman Avenue New Avenue to Walnut Grove Avenue 14. Jackson Avenue Graves Avenue to Garvey Avenue 15. Loftus Street Temple City Boulevard to East City Limit 16. Lower Azusa Road Rosemead Boulevard to Encinita Avenue 17. Marshall Street Delta Avenue to Walnut Grove Avenue 18. Marshall Street Walnut Grove Avenue to Rosemead Boulevard 19. Marshall Street Rosemead Boulevard to Hart Avenue 20. Marshall Street Hart Avenue to Rio Hondo Avenue 21. Mission Drive West City Limit to Walnut Grove Avenue 22. Mission Drive Walnut Grove Avenue to Rosemead Boulevard 23. Mission Drive Rosemead Boulevard to Valley Boulevard CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 2 of 206 Table 1 List of Segments No. Street Segment 24. Muscatel Avenue Marshall Street to Grand Avenue 25. New Avenue Graves Avenue to Garvey Avenue 26. Ramona Boulevard Walnut Grove Avenue to Ivar Avenue 27. Rio Hondo Avenue Olney Street to Valley Boulevard 28. Rosemead Place Garvey Avenue to Earlswood Drive 29. Rush Street San Gabriel Boulevard to Walnut Grove Avenue 30. San Gabriel Blvd South City Limit to Delta Street 31. San Gabriel Blvd Rush Street to Garvey Avenue 32. San Gabriel Blvd Garvey Avenue to Hellman Avenue 33. Temple City Blvd Olney Street to Valley Boulevard 34. Temple City Blvd Valley Boulevard to North City Limit 35. Valley Blvd Charlotte Avenue to Rosemead Boulevard 36. Valley Blvd Rosemead Boulevard to Strang Avenue 37. Walnut Grove Avenue San Gabriel Boulevard to Rush Street 38. Walnut Grove Avenue Rush Street to Garvey Avenue 39. Walnut Grove Avenue Garvey Avenue to Hellman Avenue 40. Walnut Grove Avenue Hellman Avenue to Valley Boulevard 41. Walnut Grove Avenue Valley Boulevard to Mission Drive 42. Walnut Grove Avenue Mission Drive to North City Limit Each of these segments are classified and defined with roadway classifications as listed in the California Road Systems (CRS) Maps that are approved by the Federal Highway Administration and maintained by the Department of Transportation (CVC 40802). Functional classifications are used in determining which type of roads are eligible for Federal funding to maintain the roads. Usually Principal Arterials, Minor Arterial and Major Collectors are eligible. Functional classification is the process by which streets and highways are grouped into classes, or systems, according to the character of service they are intended to provide. Basic to this process is the recognition that individual roads and streets do not serve travel independently in any major way. Rather, most travel involves movement through a network of roads. Functional classification defines how a particular road or street plays in serving the flow of trips through a highway network. The four functional systems for urbanized areas are principal arterials, minor arterials, major collectors, and local roads. CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 3 of 206 Principal Arterials: Major or Principal Arterials carry most of the trips entering and leaving the City as well as serves the major centers of activity of a City, carries the highest traffic volume along its corridors while carrying the major portion of trips entering and leaving the urban area. Minor Arterials: The minor arterial street system includes all arterials not classified as principal and contains facilities that place more emphasis on land access than the higher system and offer a lower level of traffic mobility. Such facilities may carry local bus routes and provide intra- community continuity, but ideally should not penetrate identifiable neighborhoods. This system should include urban connections to rural collector roads where such connections have not been classified as urban principal arterials. Major Collectors: The collector street system provides both land access service and traffic circulation within residential neighborhoods, commercial and industrial areas. It differs from the arterial system in that facilities on the collector system may penetrate residential neighborhoods, distributing trips from the arterials through the area to the ultimate destination. Conversely, the collector street also collects traffic from local streets in residential neighborhoods and channels it into the arterial system. Local Roads: These roadways provide direct access to individual residential properties, schools, and churches typically with a posted speed of 25 MPH. Through traffic on local streets are usually discouraged. Local roads within residential and business district zones are not subject to Speed Trap provisions and are posted at the Prima Facie speed limit. Service to through traffic movement is usually deliberately discouraged. The following segments have been categorized and classified as follows by the City of Rosemead. Principal Arterials: • San Gabriel Boulevard between South City Limit and Delta Street • San Gabriel Boulevard between Rush Street and Garvey Avenue • San Gabriel Boulevard between Garvey Avenue and Hellman Avenue • Valley Boulevard between Charlotte Avenue and Rosemead Boulevard • Valley Boulevard between Rosemead Boulevard and Strang Avenue Minor Arterials: • Del Mar Avenue between Graves Avenue and Garvey Avenue • Del Mar Avenue between Garvey Avenue and Hellman Avenue • Garvey Avenue between West City Limit and Del Mar Avenue • Garvey Avenue between Del Mar Avenue and San Gabriel Boulevard • Garvey Avenue between San Gabriel Boulevard and Walnut Grove Avenue • Garvey Avenue between Walnut Grove Avenue and East City Limit • Lower Azusa Road Between Rosemead Boulevard to Encinita Avenue • Mission Drive Between West City Limit and Walnut Grove Avenue • Mission Drive Walnut Grove Avenue and Rosemead Boulevard • Mission Drive Rosemead Boulevard and Valley Boulevard • New Avenue Between Graves Avenue and Garvey Avenue • Rosemead Place between Garvey Avenue and Earlswood Drive CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 4 of 206 • Rush Street between San Gabriel Boulevard and Walnut Grove Avenue • Temple City Boulevard between Olney Street and Valley Boulevard • Temple City Boulevard between Valley Boulevard and North City Limit • Walnut Grove Avenue between San Gabriel Boulevard and Rush Street • Walnut Grove Avenue between Rush Street and Garvey Avenue • Walnut Grove Avenue between Garvey Avenue and Hellman Avenue • Walnut Grove Avenue between Hellman Avenue and Valley Boulevard • Walnut Grove Avenue between Valley Boulevard and Mission Drive • Walnut Grove Avenue between Mission Drive to North City Limit Major Collectors: • Earlswood Drive between Ivar Avenue and Rosemead Place • Emerson Place between New Avenue and San Gabriel Boulevard • Encinita Avenue between Mission Road and Lower Azusa Road • Grand Avenue between Charlotte Avenue and Rosemead Boulevard • Hellman Avenue between New Avenue and Walnut Grove Avenue • Jackson Avenue between Graves Avenue and Garvey Avenue • Marshall Street between Delta Avenue and Walnut Grove Avenue • Marshall Street between Walnut Grove Avenue and Rosemead Boulevard • Marshall Street between Rosemead Boulevard and Hart Avenue • Marshall Street between Hart Avenue and Rio Hondo Avenue • Muscatel Avenue between Marshall Street and Grand Avenue • Ramona Boulevard between Walnut Grove Avenue and Ivar Avenue Local Roads: • De Adelena Street between Rosemead Boulevard and Ellis Lane • Ellis Lane between Olney Street and Temple City Boulevard • Loftus Street between Temple City Boulevard and East City Limit • Rio Hondo Avenue between Olney Street and Valley Boulevard CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 5 of 206 SECTION 2: OVERVIEW CALIFORNIA VEHICLE CODE: Speed limits in California are governed by the California Vehicle Code (CVC), Sections 22348 through 22413. The statutes establish or provide means of establishing speed limits by: 1. Basic speed limit law. Section 22350 of the CVC provides that no person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, traffic and the surface and width of the highway, and in no event at a speed which endangers the safety of persons or property. This is the basic speed limit law. 2. Prima facie speed limits are specified by statute or established by the State or local authorities within their respective jurisdictions on the basis of an engineering and traffic survey. Prima facie speed limits are specific limits stated in the CVC or specific limits established on the basis of an engineering and traffic survey authorized by the CVC. Prima facie speed limits are preempted by the basic speed limit law when the conditions in CVC Section 22350 are met. Section 22352 of the CVC establishes prima facie speed limits as follows and shall be applicable unless changed as authorized in the CVC and if so changed, only when signs have been erected giving notice of the change: a. Fifteen miles per hour. • At a railroad grade crossing with an obstructed view. • At an uncontrolled highway intersection with an obstructed view. • In an alley. b. Twenty-five miles per hour. • On any highway other than a State highway, in any business or residence district, CVC Sections 235 and 515 define a "business district” and a “residence district” respectively. Section 240 of CVC prescribes a method for determining whether a highway is within a business or residence district. • Unless a different limit is established by procedures described elsewhere in the code. • In a school zone, posted with SCHOOL warning signs. • When passing a facility primarily used by senior citizens and contiguous to a street other than a State highway and posted with a SENIOR warning sign. Increase of local speed limits to 65 miles per hour Section 22357. (a) Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 25 mph would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon any street other than a state highway otherwise subject to a prima facie limit of 25 mph, local authorities may by ordinance CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 6 of 206 determine and declare a prima facie speed limit of 30, 35, 40, 45, 50, 55 or 60 mph or a maximum speed of 65mph, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe. The speed limit shall become effective when signs are installed on the street and not revised unless justified on the basis of an engineering and traffic survey. LOCAL AUTHORITY TO ESTABLISH PRIMA FACIE SPEED LIMITS: Sections 22357 and 22358 of CVC authorize local authorities to establish prima facie speed limits on streets and roads under their jurisdiction on the basis of an engineering and traffic survey. The declared prima Facie limits shall become effective when appropriate signs giving notice are erected upon the street. Artificially low speed limits can lead to poor compliance as well as large variations in speed within the traffic stream. Increased speed variance can also create more conflicts and passing maneuvers. The most effective way to reduce speeds is through a combination of strategies using traffic control devices related to speed management, roadway design and engineering solutions, traffic calming techniques and measures, public education, and enforcement efforts. SPEED TRAP: Section 40802 2B(i) of the CVC provides that prima facie speed limits established under Sections 22352, 22354, 22357, 22358 and 22358.3 may not be enforced by radar unless the speed limit has been justified by an engineering and traffic survey conducted within one of the following time periods; five years to the date of the violation, within the last 7 years or if an engineering and traffic survey was conducted more than 7 years prior to the date of the alleged violation, and a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred, including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume, the survey applies for 10 years. Changes to the CAMUTCD as of March 2023 States and local agencies should conduct engineering studies at least once every 5, 7 or 14 years, in compliance with CVC Section 40802 to reevaluate non-statutory speed limits on segments of their roadways that have undergone significant changes since the last review, such as the addition or elimination of parking or driveways, changes in the number of travel lanes, changes in the configuration of bicycle lanes, changes in traffic control signal coordination, or significant changes in traffic volumes. This section does not apply to local streets, roads or school zones which have been set at the Prima Facie speed limit. Local streets are defined to have the following characteristics: • Width not more than 40 feet • Not more than .5 miles of uninterrupted length • 1 lane in each direction CVC Section 515. A residence district is that portion of a highway and the property contiguous thereto, other than a business district, (a) upon one side of which highway, within a distance of a CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 7 of 206 quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures, or (b) upon both sides of which highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures. Those segments classified as a local street in the California Road System and are in a residential district have a prima facie speed limit of 25 mph are not typically included in engineering and traffic studies. The following Rosemead Segments in Table 2 meet the guidelines as found in the CVC to be classified as in a residential district: Table 2 Road Segments Eligible to be Considered in a Residential District Primary Street Beg End FHWA St Class # of Fronting Properties > 16? Street Width 40 or less? 1 Lane Each Dir? Uninterrupted Length not more than .5 mile? De Adelena Street Rosemead Boulevard Ellis Lane Local X X X X Ellis Lane Olney Street Temple City Boulevard Local X X X X Rio Hondo Avenue Olney Street Valley Boulevard Local X X X X ENGINEERING AND TRAFFIC SURVEY: Section 627 of the CVC defines the term engineering and traffic survey and lists its requirements. Section 627 states: "An engineering and traffic survey shall include, among other requirements deemed necessary by the Department of Transportation, consideration of all of the following: prevailing speeds as determined by traffic engineering measurements; collision records; highway traffic and roadside conditions not readily apparent to the driver." The Engineering and Traffic Survey should contain sufficient information to document that the conditions of CVC Section 627 have been complied with and that other conditions not readily apparent to motorists are properly identified. In determining the speed limit, which most appropriately facilitates the orderly movement of traffic and is reasonable and prudent, crucial factors such as prevailing speeds, unexpected conditions, and collision records are examined. CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 8 of 206 Determination of posted speed limits follow the latest CAMUTCD Policy as Revision 6 March 30, 2021 by the State of California Department of Transportation. Speed limits shall be rounded to the nearest (5 MPH) increment of the 85th percentile speed of free-flowing traffic. However, in cases in which the speed limit needs to be rounded up to the nearest five miles per hour increment of the 85th percentile speed, the Department of Transportation or a local authority may decide to instead round down the speed limit to the lower five miles per hour increment, but then the Department of Transportation or a local authority shall not reduce the speed limit any further for any reason CVC 21400(4)(b). An example of the application of this speed limit criteria is as follows: • If the 85th percentile speed in a speed survey is (37 MPH) then the speed limit would be posted at 35 MPH or optionally reduced to 30 MPH. However, • If the 85th percentile speed in a speed survey is (38 MPH) then the speed limit would be posted at 40 MPH or optionally reduced to 35 MPH. The 85th percentile speed is often referred to as the critical speed. Pace speed is defined as the 10-mile increment of speed containing the largest number of vehicles. Speed limits established on the basis of the 85th percentile conform to the consensus of those who drive highways as to what speed is reasonable and prudent and are not dependent on the judgment of one or a few individuals. Basic speed law states that no person shall drive at a speed greater than is reasonable or prudent. The majority of drivers comply with this law. Speed limits set at the 85th percentile speed provide law enforcement officers with a means of controlling drivers who will not conform to what the majority considers reasonable and prudent. When roadside development results in traffic conflicts and unusual conditions which are not readily apparent to drivers, speed limits somewhat below the 85th percentile may be justified. CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD): Section 2B.13 CAMUTCD: Reduction of 85th Percentile Speed by Justification of an Engineering and Traffic Study and Approved by a Civil or Traffic Engineer. Standard: 12a: When a speed limit is to be posted, it shall be established at the nearest 5 MPH increment of the 85th-percentile speed of free-flowing traffic, except as shown in the Option below. Option: The posted speed may be reduced by 5 MPH from the nearest 5 MPH increment of the 85th- percentile speed, in compliance with CVC Sections 627 and 22358.5. See Standard below for documentation requirements. Standard: CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 9 of 206 12b: If the speed limit to be posted has had the 5 MPH reduction applied, then an E&TS shall document in writing the conditions and justification for the lower speed limit and be approved by a registered Civil or Traffic Engineer. The reasons for the lower speed limit shall be in compliance with CVC Sections 627 and 22358-22358.5. Support: 12c: The following example is provided to explain the application of this speed limit criteria: A. If the 85th percentile speed in a speed survey for a location was 37 MPH, then the speed limit would be established at 35 MPH since it is the closest 5 MPH increment to the 37 MPH speed. As indicated by the option, this 35 MPH established speed limit could be reduced by 5 MPH to 30 MPH if the conditions and justification for using this lower speed limit are documented in the E&TS and approved by a registered Civil or Traffic Engineer. The fundamentals used to establish speed limits recognize that the majority of drivers behave in a safe and reasonable manner but need to be advised of conditions which may not be readily apparent. For this reason, collision history, roadway conditions, traffic characteristics, and land use must be analyzed along with speed measurements to determine speed limits. Speed limit changes are usually coordinated with visible changes in roadway conditions or roadside developments. In general, speed limits cannot be successfully enforced without voluntary compliance by a majority of drivers. Consequently, only the driver whose behavior is clearly out of line with the normal flow of traffic is considered a violator for enforcement purposes. DATA COLLECTION: Data was obtained regarding the prevailing speed of vehicles, traffic collisions, visibility restrictions, roadway conditions, pedestrian activities, on-street parking, and land use adjacent to the roadways. Radar speed measurements were conducted during the months of October and November of 2022. Highway, traffic, and roadside land uses were analyzed for conditions not readily apparent to motorists. The criteria and procedures described below were applied when using electronic radar to measure vehicle speeds on selected streets within the City of Rosemead. Traffic volume and speed in both directions were recorded. The hours of radar operation were restricted to off-peak period for heavily traveled streets, and to non-congested peak periods on lightly traveled streets on a weekday. The radar measurements were taken from an unmarked vehicle so as not to alter or impede the free flow of traffic. A total of 100 samples were obtained for each street segment surveyed, where possible. In no case were sample sizes less than 50 vehicles for each direction. For lower volume streets, samples of free-flowing speeds were taken over several periods/days in order to gather the required survey samples. CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 10 of 206 Collision data was obtained from the computerized accident records system maintained by the State of California Statewide Integrated Traffic Records System (SWITRS). For purposes of this study, information available for the most recent 3 year period was used to develop the collision statistics as a part of the Engineering and Traffic Surveys. Collision data was obtained for the years of August of 2019, 2020, 2021 to August 2022. Average Daily Traffic (ADT) data at all (42) locations were obtained from counts taken by a private traffic counting firm in November of 2022. These counts were taken while school was in session. Any unusual counts were checked and redone in order to verify the amount of traffic each segment carries. The ADT counts were taken by NDS Services. National Data & Surveying Services 8370 Wilshire Blvd. Ste, 205 Beverly Hills, CA 90211 Tel (323) 782-0090 Fax (323) 375-1666 www.ndsdata.com PROCEDURES: The radar equipment used to collect speed measurements was a SCOUT-MPH Traffic Radar, SHD- 04287 serial number, manufactured by Decatur. The unit was calibrated before each series of measurements were taken. Tests of the unit were conducted in accordance with the manufacturer’s specifications. The results of the radar speed measurements were computed, analyzed, and summarized on standard Traffic Survey Forms. Significant values obtained from computations are as follows: • The Critical Speed or 85th percentile speed, is that speed at which 85 percent of the traffic is moving. The Critical Speed is the primary guide in determining what the majority of drivers believe is safe and reasonable. Speed limits set higher than the Critical Speed are not considered reasonable and safe. The accepted practice is to set the speed limit at the nearest 5 MPH increment to the Critical Speed or 85th percentile speed unless other factors require a lower limit. • The 5 or 10 MPH pace is a measure of the dispersion of speeds within the survey sample and is that 5 or 10 MPH increment containing the highest percentage of speeds in the total sample. The accepted practice is to keep the speed limit within the 10 MPH pace after considering the Critical Speed and any factors requiring a speed lower than the Critical Speed. The collision data for each street segment was compared to collision rates that can be reasonably expected to occur on streets and highways of the same characteristics. These anticipated collision rates have been developed by Caltrans for District 07 and are applicable for use in the City of Rosemead. The collision rates used for this study are as follows: CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 11 of 206 Current collision rates are shown in terms of “accidents per 1,000,000 vehicle miles of travel” for each segment. The rate was calculated for each segment using the following formula: The Crossroads Software Collision Program calculated the accident rate for each segment. As previously indicated, speed limits are usually set at or near the Critical Speed unless there are other factors not readily apparent to a reasonable motorist which may justify a lower limit. The field review of the selected street segments in the City of Rosemead considered the following factors: 1. Street width and alignment. 2. Pedestrian activity and traffic flow characteristics. 3. Number of lanes, and other channelization and striping patterns. 4. Frequency of intersections, driveways, and on-street parking. 5. Location of stop signs, traffic signals, and other regulatory traffic control devices. 6. Visibility obstructions. 7. Land use and the proximity of schools. 8. Uniformity with existing speed zones in adjacent jurisdictions. 9. Any other unusual condition not readily apparent to the driver. 10. Location of any uncontrolled Crosswalks. 11. Bike lanes, bike routes. ACCIDENT RATE = (N x 5,280 x 1,000,000)/ (ADT x L x Y x 365) N: number of accidents within the study segment ADT: average daily traffic volume L: length of segment in feet Y: number of years of accident history CALIFORNIA STATE HIGHWAYS STATEWIDE TRAVEL AND ACCIDENT RATES* URBAN (Inside City) 2 and 3 lanes 4 or more undivided 4 or more divided *Source: EXPECTED COLLISION RATES 0.91 0.87 0.93 2020 Collision Data Prepared 07/08/22 for California State Highways published by State of California, Business, Transportation and Housing Agency, Department of Transportation, Division of Traffic Operations CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 12 of 206 SECTION 3: SUMMARY OF RECOMMENDATIONS The Engineering and Traffic Survey summaries presented in this report illustrate the results of a thorough evaluation of the data collected and provides a recommended speed limit for each street segment surveyed. In each case, the recommended speed limit is consistent with the prevailing behavior as demonstrated by the radar speed measurements. The Legislature, in adopting Section 22358.5 of the California Vehicle Code, has made it clear that it is their intent that physical conditions such as width, curvature, grade and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning. The basic rule of Section 22350 is sufficient regulation as to such conditions. The recommendations contained in this report were intended to establish prima facie speed limits. Prima Facie limits advise the motorist and enforcement agencies of the reasonable speed for a section of highway for prevailing conditions. They are not intended to be absolute. All violations of these speed limits are violations of the basic speed law (Section 22350 of California Vehicle Code). This statute states that a person shall not drive a vehicle at a speed greater than is safe having regard for traffic, roadway, and weather conditions. A prima facie limit merely suggests a safe speed under normal conditions. Out of the above 42 segments surveyed, based on the 2022/2023 Engineering and Radar Speed survey results, it was determined that seven (7) of the speed limits on the studied segments are proposed to be changed. Table 3 Street Segments with Recommended Speed Changes Street From To Existing Posted Limit New Posted Limit Change in Speed 6. Emerson Place New Avenue San Gabriel Boulevard 30 25 -5 mph 14. Jackson Avenue Graves Avenue Garvey Avenue 30 25 -5 mph 19. Marshall Street Rosemead Bouleavard Hart Avenue 30 25 -5 mph 20. Marshall Street Hart Avenue Rio Hondo Avenue 30 25 -5 mph CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 13 of 206 21. Mission Drive West City Limit Walnut Grove Avenue 40 35 -5 mph 27. Rio Hondo Avenue Olney Street Valley Boulevard 30 25 -5 mph 28. Rosemead Place Garvey Avenue Earlswood Drive 35 30 -5 mph Per Section 2B.13 CAMUTCD: Reduction of 85th Percentile Speed by Justification of an Engineering and Traffic Study and Approved by Civil or Traffic Engineer as follows: Option 1: For cases in which the nearest 5 MPH increment of the 85th percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5 MPH increment below the 85th percentile speed, if no further reduction is used. CVC Section 21400(b). Option 2: The posted speed may be reduced by 5 MPH from the nearest 5 MPH increment of the 85th-percentile speed, due to road conditions and land use in compliance with CVC Sections 627 and 22358.5. Option 3: The posted speed may be reduced by 5 MPH from the nearest 5 MPH increment of the 85th-percentile speed, due to higher than expected collision rates, road conditions and land use in compliance with CVC Sections 627 and 22358.5. SEGMENTS WITH CONDITIONS RECOMMENDING A REDUCTION IN THE POSTED SPEED LIMIT: Segment #6: Emerson Place between New Avenue and San Gabriel Boulevard: This segment is an east/west Major Collector with 1 lane of travel in each direction. There is parking on both sides of the street and is currently posted 30 mph. The street serves residential land use with lots of residential driveways. The street has several uncontrolled school crosswalks along with the Ralph Waldo Emerson Elementary School as well as a Park along the segment. This segment has a higher than expected collision rate. The critical speed is 31.8 which justifies a 30 mph posted speed limit. However, with roadway conditions and the higher collision rate a reduction in the posted limit to 25 mph is justified. Segment #14: Jackson Avenue between Graves Avenue and Garvey Avenue: This segment is an north/south Major Collector with 1 lane of travel in each direction. This segment has already applied traffic calming measures of side stripes to reduce the speed of traffic. The segment is currently posted 30 mph. The street serves residential use with 2 schools along the segment, Arlene Bitely Elementary and Richard Garvey Intermediate School there is also an uncontrolled school crosswalk at Egley. This segment has a higher than expected collision rate. The critical speed is 31.9 which justified a 30 mph posted speed limit. However, with roadway conditions and a high collision rate a reduction in the posted limit to 25 mph is justified. Segment #19: Marshall Street between Rosemead Boulevard and Hart Avenue: This segment is an east/west Major Collector with 2 lanes of travel in each direction with raised medians. Based on the 2013 City Wide speed survey the City adopted a 30 mph speed limit. However, the speed limit signs along this corridor are posted at 25 mph. The street serves residential use and large CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 14 of 206 commercial centers with lots of turning conflicts. Parking is allowed along the north side of the street. This segment has a higher than expected collision rate. The critical speed is 32.4 which justified a 30 mph posted speed limit. However, with roadway conditions and a high collision rate a reduction in the posted limit to 25 mph is justified. Segment #20: Marshall Street between Hart Avenue and Rio Hondo Avenue: This segment is an east/west Major Collector with 1 lane of travel in each direction. Based on the 2013 City Wide speed survey the City adopted a 30 mph speed limit for this segment. However, the speed limit signs along this corridor are posted at 25 mph. The street serves residential use with Savannah Elementary School along the segment. There is heavy parking with lots of residential driveways. This segment has a higher than expected collision rate. The critical speed is 32.5 which justified a 30 mph posted speed limit. However, with roadway conditions and a high collision rate a reduction in the posted limit to 25 mph is justified. Segment #21: Mission Drive between West City Limit and Walnut Grove Avenue: This segment is an east/west Minor Arterial with 2 lanes of travel in each direction. The streets serves residential use with a park and Senior Center along the segment. There are 2 uncontrolled crosswalks near the park and senior center. The adjacent segment is posted at 35 mph. The critical speed is 37.7 which justifies a 40 mph posted speed limit. However, to be consistent with adjacent segments and considering roadway conditions, following CVC 21400(b) this segment may be rounded down to a 35 mph posted limit. Segment #27: Rio Hondo Avenue between Olney Street and Valley Boulevard: This segment is a north/south Local Road with 1 lane of travel in each direction. The streets serves residential use with the Savannah elementary school with several all-way stops with school crosswalks. Parking is heavy along this segment. The segment has some commercial use at the north end neat Valley Boulevard. With the adoption of a 25 mph speed limit the segment would be eligible to be considered as a residence district meeting CVC 515 guidelines. The critical speed is 32.4 which justifies a 30 mph posted speed limit. However, due to roadside use as well as a higher than expected collision rate a reduction in the posted limit to 25 mph is justified. Segment #28: Rosemead Place between Garvey Avenue and Earlswood Drive: This segment is a north/south Minor Arterial with 1 lane of travel in each direction and a posted speed limit of 35 mph. The streets serves residential use. Along the entire segment, the street has traffic calming measures of side stripes to reduce the speed of traffic. Parking is allowed on both sides with intermittent sidewalks forcing pedestrians to walk in the street in some segments. The critical speed is 35.8 which justifies a 35 mph posted speed limit. However, due to roadside conditions a reduction in the posted limit to 30 mph is justified. The following Table 4 provides a summary of each of the segments included in the engineering and traffic survey indicating the existing posted speed limit, ADT, number of collisions, collision rates, 85th percentile speed, change in limit if any and proposed 2022/2023 speed limit. Table 5 provides a summary of existing speed limit signs within the City of Rosemead and the condition of each sign. This was provided so that the City could upgrade or replace any signs that CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 15 of 206 have been graffitied or are bent or have an obstructed view of the existing speed signage. After the City Wide Speed Survey has been adopted for those segments with speed limit changes as well as any non reflective signs will need to be replaced if damaged or removed and replaced if there is a change in the posted speed limit. CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 16 of 206 Table 4 City of Rosemead 2022/2023 Engineering and Traffic Survey Summary Adopted by Rosemead City Council Resolution No. XX on XX, 2023 ID Primary Location Limits Street Class. (A) Posted Speed 2022 ADT No. of Coll. in 3/yr per. Collision Rate Expected Collision Rate 85% Speed 10 MPH Pace Limit Per 85% Change in Limit? Yes/No Adopted 2022/2023 Speed Limit Beginning Ending 1. De Adelena Street Rosemead Blvd Ellis Lane Local 25 809 3 4.44 0.91 30.8 22-31 30 NO 253 2. Del Mar Avenue Graves Avenue Garvey Avenue Minor Arterial 35 17452 16 1.62 .91 39.9 31-40 40 NO 351 3. Del Mar Avenue Garvey Avenue Hellman Avenue Minor Arterial 35 22283 24 1.90 .87 39.5 31-40 40 NO 351 4. Earlswood Drive Ivar Avenue Rosemead Place Major Collector 30 1813 0 0 .91 33.2 25-34 35 NO 301 5. Ellis Lane Olney Street Temple City Blvd Local 25 1363 4 5.10 .91 29.9 22-31 30 NO 251 6. Emerson Place New Avenue San Gabriel Blvd Major Collector 30 3968 17 3.76 .91 31.8 24-33 30 YES 253 7. Encinita Avenue Mission Road Lower Azusa Road Major Collector 30 7020 12 4.03 .91 32.5 25-34 30 NO 30 8. Garvey Avenue West City Limit Del Mar Avenue Minor Arterial 35 22678 17 1.34 .93 37.1 29-38 35 NO 35 9. Garvey Avenue Del Mar Avenue San Gabriel Blvd Minor Arterial 35 23718 24 1.74 .93 37.3 30-39 35 NO 35 10. Garvey Avenue San Gabriel Blvd Walnut Grove Avenue Minor Arterial 35 22520 27 2.16 .93 37.2 27-36 35 NO 35 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 17 of 206 Table 4 City of Rosemead 2022/2023 Engineering and Traffic Survey Summary Adopted by Rosemead City Council Resolution No. XX on XX, 2023 ID Primary Location Limits Street Class. (A) Posted Speed 2022 ADT No. of Coll. in 3/yr per. Collision Rate Expected Collision Rate 85% Speed 10 MPH Pace Limit Per 85% Change in Limit? Yes/No Adopted 2022/2023 Speed Limit Beginning Ending 11. Garvey Avenue Walnut Grove Avenue East City Limit Minor Arterial 35 22517 54 2.91 .93 36.8 28-37 35 NO 35 12. Grand Avenue Charlotte Avenue Rosemead Blvd Major Collector 35 3145 10 2.86 .91 35.8 28-37 35 NO 35 13. Hellman Avenue New Avenue Walnut Grove Avenue Major Collector 30 7205 58 4.76 .91 35.8 28-37 35 NO 303 14. Jackson Avenue Graves Avenue Garvey Avenue Major Collector 30 2547 15 10.4 .91 31.9 24-33 30 YES 253 15. Loftus Street Temple City Blvd East City Limit Local 35 14287 5 1.85 .87 37.5 29-38 35 NO 35 16. Lower Azusa Road Rosemead Blvd Encinita Avenue Minor Arterial 40 12952 7 1.46 .87 42.0 35-44 40 NO 40 17. Marshall Street Delta Avenue Walnut Grove Avenue Major Collector 35 5202 3 1.90 .91 36.0 28-37 35 NO 35 18. Marshall Street Walnut Grove Avenue Rosemead Blvd Major Collector 30 9432 13 2.32 .91 32.6 25-34 30 NO 30 19. Marshall Street Rosemead Blvd Hart Avenue Major Collector 25*30 10449 16 5.62 .93 32.4 25-34 30 YES 253 20. Marshall Street Hart Avenue Rio Hondo Avenue Major Collector 25*30 6117 7 4.00 .91 32.5 25-34 30 YES 253 21. Mission Drive West City Limit Walnut Grove Avenue Minor Arterial 40 16124 11 2.18 .87 37.7 29-38 40 YES 352 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 18 of 206 Table 4 City of Rosemead 2022/2023 Engineering and Traffic Survey Summary Adopted by Rosemead City Council Resolution No. XX on XX, 2023 ID Primary Location Limits Street Class. (A) Posted Speed 2022 ADT No. of Coll. in 3/yr per. Collision Rate Expected Collision Rate 85% Speed 10 MPH Pace Limit Per 85% Change in Limit? Yes/No Adopted 2022/2023 Speed Limit Beginning Ending 22. Mission Drive Walnut Grove Avenue Rosemead Blvd Minor Arterial 35 16822 26 2.43 .87 37.8 30-39 40 NO 351 23. Mission Drive Rosemead Blvd Valley Blvd Minor Arterial 35 13021 22 2.91 .87 37.9 30-39 40 NO 351 24. Muscatel Avenue Marshall Street Grand Avenue Major Collector 30 6142 17 2.20 .91 32.8 24-33 35 NO 301 25. New Avenue Graves Avenue Garvey Avenue Minor Arterial 35 12011 6 .89 .91 36.8 28-37 35 NO 35 26. Ramona Avenue Walnut Grove Avenue Ivar Avenue Major Collector 30 4537 4 1.70 .91 32.5 25-34 30 NO 30 27. Rio Hondo Avenue Olney Street Valley Blvd Local 30 5763 12 3.34 .91 32.4 24-33 30 YES 253 28. Rosemead Place Garvey Avenue Earlswood Drive Minor Arterial 35 1664 1 1.55 .91 35.8 28-37 35 yes 302 29. Rush Street San Gabriel Blvd Walnut Grove Avenue Minor Arterial 40 10510 16 2.71 .93 41.1 33-42 40 NO 40 30. San Gabriel Blvd South City Limit Delta Street Major Arterial 45 20622 16 1.04 .93 45.8 38-47 45 NO 45 31. San Gabriel Blvd Rush Street Garvey Avenue Major Arterial 40 25203 31 1.45 .87 42.4 35-44 40 NO 40 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 19 of 206 Table 4 City of Rosemead 2022/2023 Engineering and Traffic Survey Summary Adopted by Rosemead City Council Resolution No. XX on XX, 2023 ID Primary Location Limits Street Class. (A) Posted Speed 2022 ADT No. of Coll. in 3/yr per. Collision Rate Expected Collision Rate 85% Speed 10 MPH Pace Limit Per 85% Change in Limit? Yes/No Adopted 2022/2023 Speed Limit Beginning Ending 32. San Gabriel Blvd Garvey Avenue Hellman Avenue Major Arterial 35 24474 38 2.74 .87 36.9 29-38 35 NO 35 33. Temple City Blvd Olney Street Valley Blvd Minor Arterial 40 22248 20 1.42 .87 42.2 34-43 40 NO 40 34. Temple City Blvd Valley Blvd North City Limit Minor Arterial 40 26909 15 2.65 .87 42.3 33-42 40 NO 40 35. Valley Blvd Charlotte Avenue Rosemead Blvd Major Arterial 35 15002 46 3.22 .87 36.3 29-38 35 NO 35 36. Valley Blvd Rosemead Blvd Strang Avenue Major Arterial 35 16678 49 2.60 .87 37.1 29-38 35 NO 35 37. Walnut Grove Avenue San Gabriel Blvd Rush Street Minor Arterial 45 15237 22 1.71 .87 46.2 38-47 45 NO 45 38. Walnut Grove Avenue Rush Street Garvey Avenue Minor Arterial 40 18628 13 .81 .87 41.9 33-42 40 NO 40 39. Walnut Grove Avenue Garvey Avenue Hellman Avenue Minor Arterial 40 18874 13 1.21 .87 41.5 33-42 40 NO 40 40. Walnut Grove Avenue Hellman Avenue Valley Blvd Minor Arterial 40 21078 24 1.38 .93 40.8 32-41 40 NO 40 41. Walnut Grove Avenue Valley Blvd Mission Drive Minor Arterial 40 17778 12 1.20 .87 41.7 33-42 40 NO 40 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 20 of 206 Table 4 City of Rosemead 2022/2023 Engineering and Traffic Survey Summary Adopted by Rosemead City Council Resolution No. XX on XX, 2023 ID Primary Location Limits Street Class. (A) Posted Speed 2022 ADT No. of Coll. in 3/yr per. Collision Rate Expected Collision Rate 85% Speed 10 MPH Pace Limit Per 85% Change in Limit? Yes/No Adopted 2022/2023 Speed Limit Beginning Ending 42. Walnut Grove Avenue Mission Drive North City Limit Minor Arterial 35 12506 19 4.61 .87 37.1 28-37 35 NO 35 (A): Street Classifications taken from the California Road Systems Map – FHA and Caltrans Reason for Reducing Speed from 85th% (Shown in Recommendations): 1 CVC 21400 (b) allows a 5 MPH Reduction in 85th% speed by 5 MPH for Rounding Down to Nearest Posted Limit. 2 CVC 627, 22358.5 and CAMUTCD 2B.13 allows the posted speed to be reduced by 5 MPH due to road conditions, land use. 3 CVC 627, 22358.5 posted speed may be set 5 MPH lower than 85th% based on a higher than expected collision rate, land use and roadway conditions. CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 21 of 206 Table 5 Summary Condition of Speed Limit Signs ID Primary Location Limits Street Class. Posted Speed Summary Conditions of Speed Limit Signs Beginning Ending 1. De Adelena Street Rosemead Blvd Ellis Lane Local 25 No Speed Limit Sign 2. Del Mar Avenue Graves Avenue Garvey Avenue Minor Arterial 35 NB 25 Mph School Speed Limit Sign North of Grave Avenue: Condition – Good NB 25 Mph School Speed Limit Sign North of Wasola Street: Condition – Good SB 25 Mph School Speed Limit Sign South of Newmark Avenue: Condition – Good SB 35 Mph Speed Limit Sign South of Garvey Avenue: Condition – Good 3. Del Mar Avenue Garvey Avenue Hellman Avenue Minor Arterial 35 NB 35 Mph Speed Limit Sign North of Emerson Place: Condition – Good NB 33 Mph Speed Limit Sign South of Hellman Avenue: Condition – Good 4. Earlswood Drive Ivar Avenue Rosemead Place Major Collector 30 NB 30 Mph Speed Limit Sign North of Rosemead Place: Condition – Good SB 30 Mph Speed Limit Sign South of East of Ivar Avenue: Condition – Good 5. Ellis Lane Olney Street Temple City Blvd Local 25 NB 25 Mph Speed Limit Sign North of Olney Street: Condition – Good 6. Emerson Place New Avenue San Gabriel Blvd Major Collector 30 EB 30 Mph Speed Limit Sign East of New Avenue: Condition – Fair (Pole Slanted) EB 25 Mph School Speed Limit Sign East of Stevens Avenue: Condition – Good EB 30 Mph Speed Limit Sign East of Del Mar Avenue: Condition – Fair (Peeling) WB 30 Mph Speed Limit Sign West of San Gabriel Boulevard: Condition – Good WB 30 Mph Speed Limit Sign West of Del Mar Avenue: Condition – Good (Pole Slanted) WB 25 Mph School Speed Limit Sign West of Isabel Avenue: Condition - Good CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 22 of 206 Table 5 Summary Condition of Speed Limit Signs ID Primary Location Limits Street Class. Posted Speed Summary Conditions of Speed Limit Signs Beginning Ending 7. Encinita Avenue Mission Road Lower Azusa Road Major Collector 30 NB 30 Mph Speed Limit Sign North of Mission Drive: Condition – Good NB 30 Mph Speed Limit Sign North of Rio Dell Street: Condition – Good 8. Garvey Avenue West City Limit Del Mar Avenue Minor Arterial 35 EB 35 Mph Speed Limit Sign East of New Avenue: Condition – Good EB 25 Mph School Speed Limit Sign East of Prospect Avenue: Condition – Good WB 35 Mph Speed Limit Sign West of Del Mar Avenue: Condition – Good WB 25 Mph School Speed Limit Sign West of Evelyn Avenue: Condition – Good 9. Garvey Avenue Del Mar Avenue San Gabriel Blvd Minor Arterial 35 EB 35 Mph Speed Limit Sign West of Brighton Street: Condition – Fair (Faded) WB 35 Mph Speed Limit Sign West of Denton Avenue: Condition – Good (Sign Tilted) 10. Garvey Avenue San Gabriel Blvd Walnut Grove Avenue Minor Arterial 35 EB 35 Mph Speed Limit Sign East of Delta Avenue: Condition – Fair (Faded & Peeling) WB 35 Mph Speed Limit Sign West of Walnut Grove Avenue: Condition – Good 11. Garvey Avenue Walnut Grove Avenue East City Limit Minor Arterial 35 EB 35 Mph Speed Limit Sign East of Walnut Grove Avenue: Condition – Good EB 35 Mph Speed Limit Sign East of Rosemead Place: Condition – Good WB 35 Mph Speed Limit Sign West of Garvey Community Center: Condition – Good 12. Grand Avenue Charlotte Avenue Rosemead Blvd Major Collector 35 EB 35 Mph Speed Limit Sign East of Charlotte Avenue: Condition – Good EB 35 Mph Speed Limit Sign East of Walnut Grove Avenue: Condition – Good EB 35 Mph Speed Limit Sign West of Muscatel Avenue: Condition – Good WB 35 Mph Speed Limit Sign East of Ivar Avenue: CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 23 of 206 Table 5 Summary Condition of Speed Limit Signs ID Primary Location Limits Street Class. Posted Speed Summary Conditions of Speed Limit Signs Beginning Ending Condition – Good WB 35 Mph Speed Limit Sign East of Muscatel Avenue: Condition – Good WB 35 Mph Speed Limit Sign West of Walnut Grove Avenue: Condition – Good 13. Hellman Avenue New Avenue Walnut Grove Avenue Major Collector 30 EB 30 Mph Speed Limit Sign East of Del Mar Avenue: Condition – Fair (Faded) EB 30 Mph Speed Limit Sign East of San Gabriel Boulevard: Condition – Fair (Faded) WB 30 Mph Speed Limit Sign West of I-10E Ramp: Condition – Good WB 30 Mph Speed Limit Sign West of San Gabriel Boulevard: Condition – Good WB 30 Mph Speed Limit Sign West of Del Mar Avenue: Condition – Good 14. Jackson Avenue Graves Avenue Garvey Avenue Major Collector 30 SB 25 Mph Speed Limit Sign South of Hellman Avenue: Condition – Good SB 25 Mph School Speed Limit Sign South of Garvey Avenue: Condition – Good SB 30 Mph Speed Limit Sign South of Garvalia Avenue: Condition – Good NB 30 Mph Speed Limit Sign North of Graves Avenue: Condition – Good NB 30 Mph Speed Limit Sign North of Garvialia Avenue: Condition – Good NB 25 Mph School Speed Limit Sign South of Fern Avenue: Condition – Good NB 25 Mph Speed Limit Sign North of Garvey Avenue: Condition – Good 15. Loftus Street Temple City Blvd East City Limit Local 35 No Speed Limit Sign 16. Lower Azusa Road Rosemead Blvd Encinita Avenue Minor Arterial 40 EB 40 Mph Speed Limit Sign East of Rosemead Boulevard: Condition – Good CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 24 of 206 Table 5 Summary Condition of Speed Limit Signs ID Primary Location Limits Street Class. Posted Speed Summary Conditions of Speed Limit Signs Beginning Ending EB 25 Mph School Speed Limit Sign East of Rosemead Boulevard: Condition – Good EB 40 Mph Speed Limit Sign East of Encinita Avenue: Condition – Remove & Replace WB 40 Mph Speed Limit Sign West of Evasport Drive: Condition – Good 17. Marshall Street Delta Avenue Walnut Grove Avenue Major Collector 35 EB 35 Mph Speed Limit Sign East of Delta Avenue: Condition – Fair (Faded) WB 35 Mph Speed Limit Sign West of Walnut Grove Avenue: Condition – Good (Need Tree Trimming) 18. Marshall Street Walnut Grove Avenue Rosemead Blvd Major Collector 30 EB 25 Mph School Speed Limit Sign East of Walnut Grove Avenue: Condition – Good EB 30 Mph Speed Limit Sign East of Muscatel Avenue: Condition – Good WB 30 Mph Speed Limit Sign West of Rosemead boulevard: Condition – Fair (Paint is peeling) 19. Marshall Street Rosemead Blvd Hart Avenue Major Collector 25 WB 25 Mph Speed Limit Sign West of Hart Avenue: Condition – Good EB 25 Mph Speed Limit Sign East of Rosemead Boulevard: Condition – Good 20. Marshall Street Hart Avenue Rio Hondo Avenue Major Collector 25 EB 25 Mph School Speed Limit Sign West of Claudia Circle: Condition – Good (Remove & Replace with Regular 25 Mph Speed Limit Sign) WB 25 Mph Speed Speed Limit Sign West of Rio Hondo Avenue: Condition – Good 21. Mission Drive West City Limit Walnut Grove Avenue Minor Arterial 35 WB 40 Mph Speed Limit Sign West of Walnut Grove Avenue: Condition – Good 22. Mission Drive Walnut Grove Avenue Rosemead Blvd Minor Arterial 35 EB 35 Mph Speed Limit Sign East of Walnut Grove Avenue: Condition – Good EB 25 Mph School Speed Limit Sign West of Muscatel Avenue: Condition – Good WB 35 Mph Speed Limit Sign West of Rosemead Boulevard: CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 25 of 206 Table 5 Summary Condition of Speed Limit Signs ID Primary Location Limits Street Class. Posted Speed Summary Conditions of Speed Limit Signs Beginning Ending Condition – Good 23. Mission Drive Rosemead Blvd Valley Blvd Minor Arterial 35 EB 25 Mph School Speed Limit Sign East of Rosemead Boulevard: Condition – Fair (Pole Slanted) EB 35 Mph Speed Limit Sign East of Newby Avenue: Condition – Good WB 35 Mph Speed Limit Sign East of Arica Avenue: Condition – Good WB 35 Mph Speed Limit Sign East of Claudia Avenue: Condition – Good WB 25 Mph School Speed Limit Sign East of Encinita Avenue: Condition – Good 24. Muscatel Avenue Marshall Street Grand Avenue Major Collector 30 NB 30 Mph Speed Limit Sign North of Marshall Street: Condition – Good NB 25 Mph Speed Limit Sign North of Valley Boulevard: Condition – Good NB 25 Mph School Speed Limit Sign North of Hovey Street: Condition – Good SB 25 Mph School Speed Limit Sign North of Edmond Drive: Condition – Good SB 30 Mph Speed Limit Sign South of Valley Boulevard: Condition – Fair (Pole Slanted and Twisted) 25. New Avenue Graves Avenue Garvey Avenue Minor Arterial 35 SB 35 Mph Speed Limit Sign South of Garvey Avenue: Condition – Good SB 35 Mph Speed Limit Sign South of Newmark Avenue: Condition – Good 26. Ramona Avenue Walnut Grove Avenue Ivar Avenue Major Collector 30 WB 30 Mph Speed Limit Sign West of Ivar Avenue: Condition – Good 27. Rio Hondo Avenue Olney Street Valley Blvd Local 30 NB 30 Mph Speed Limit Sign North of Olney Street: Condition – Good NB 25 Mph School Speed Limit Sign North of Glendon Way: Condition – Good CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 26 of 206 Table 5 Summary Condition of Speed Limit Signs ID Primary Location Limits Street Class. Posted Speed Summary Conditions of Speed Limit Signs Beginning Ending NB 30 Mph Speed Limit Sign North of De Adelena Street: Condition – Good SB 25 Mph School Speed Limit Sign South of Ralph Street: Condition – Good SB 30 Mph Speed Limit Sign South of Marshall Street: Condition – Good 28. Rosemead Place Garvey Avenue Earlswood Drive Minor Arterial 35 NB 35 Mph Speed Limit Sign North of Garvey Avenue: Condition – Good SB 35 Mph Speed Limit Sign South of Earlswood Drive: Condition – Good 29. Rush Street San Gabriel Blvd Walnut Grove Avenue Minor Arterial 40 WB 40 Mph Speed Limit Sign West of Walnut Grove Avenue: Condition – Good WB 25 Mph School Speed Limit Sign West of Walnut Grove Avenue: Condition – Good EB 40 Mph Speed Limit Sign East of San Gabriel Avenue: Condition – Good EB 25 Mph School Speed Limit Sign East of San Gabriel Avenue: Condition – Good 30. San Gabriel Blvd South City Limit Delta Street Major Arterial 45 NB 25 Mph School Speed Limit Sign East of Rose Glen Avenue: Condition – Good NB 45 Mph Speed Limit Sign West of Walnut Grove Avenue: Condition – Fair (Faded) 31. San Gabriel Blvd Rush Street Garvey Avenue Major Arterial 40 SB 40 Mph Speed Limit Sign South of Garvey Avenue: Condition – Good SB 40 Mph Speed Limit Sign South of Graves Avenue: Condition – Good 32. San Gabriel Blvd Garvey Avenue Hellman Avenue Major Arterial 35 NB 35 Mph Speed Limit Sign North of Garvey Avenue: Condition – Good SB 35 Mph Speed Limit Sign South of Hellman Avenue: Condition – Good CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 27 of 206 Table 5 Summary Condition of Speed Limit Signs ID Primary Location Limits Street Class. Posted Speed Summary Conditions of Speed Limit Signs Beginning Ending 33. Temple City Blvd Olney Street Valley Blvd Minor Arterial 40 NB 40 Mph Speed Limit Sign North of Loftus Drive: Condition – Good 34. Temple City Blvd Valley Blvd North City Limit Minor Arterial 40 SB 40 Mph Speed Limit Sign North of Abilene Street: Condition – Good (Pole Slanted) 35. Valley Blvd Charlotte Avenue Rosemead Blvd Major Arterial 35 EB 35 Mph Speed Limit Sign East of Charlotte Avenue: Condition – Good EB 35 Mph Speed Limit Sign East of Walnut Grove Avenue: Condition – Good WB 35 Mph Speed Limit Sign West of Vachon Drive: Condition - Good 36. Valley Blvd Rosemead Blvd Strang Avenue Major Arterial 35 WB 35 Mph Speed Limit Sign West of Temple City Boulevard: Condition – Good WB 35 Mph Speed Limit Sign West of Merwin C. Gill Way: Condition – Good 37. Walnut Grove Avenue San Gabriel Blvd Rush Street Minor Arterial 45 NB 45 Mph Speed Limit Sign North of San Gabriel Avenue: Condition – Good NB 45 Mph Speed Limit Sign Midblock of Walnut Grove Avenue: Condition – Good SB 45 Mph Speed Limit Sign South of Rush Street: Condition – Good SB 45 Mph Speed Limit Sign Midblock of Walnut Grove Avenue: Condition – Good 38. Walnut Grove Avenue Rush Street Garvey Avenue Minor Arterial 40 NB 40 Mph Speed Limit Sign North of Rush Street: Condition – Good NB 40 Mph Speed Limit Sign North of Klingerman Street: Condition – Good SB 40 Mph Speed Limit Sign South of Fern Avenue: Condition – Good 39. Walnut Grove Avenue Garvey Avenue Hellman Avenue Minor Arterial 40 NB 40 Mph Speed Limit Sign North of Garvey Avenue: Condition – Good NB 25 Mph School Speed Limit Sign North of Garvey Avenue: Condition – Good SB 40 Mph Speed Limit Sign South of Hellman Avenue: CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 28 of 206 Table 5 Summary Condition of Speed Limit Signs ID Primary Location Limits Street Class. Posted Speed Summary Conditions of Speed Limit Signs Beginning Ending Condition – Good 40. Walnut Grove Avenue Hellman Avenue Valley Blvd Minor Arterial 40 NB 40 Mph Speed Limit Sign North of Ramona Boulevard: Condition – Good NB 40 Mph Speed Limit Sign North of Marshall Street: Condition – Good SB 40 Mph Speed Limit Sign South of Valley Boulevard: Condition – Good SB 40 Mph Speed Limit Sign South of Marshall Street: Condition – Good 41. Walnut Grove Avenue Valley Blvd Mission Drive Minor Arterial 40 NB 40 Mph Speed Limit Sign North of Valley Boulevard: Condition – Good 42. Walnut Grove Avenue Mission Drive North City Limit Minor Arterial 35 NB 35 Mph Speed Limit Sign North of Mission Drive: Condition – Good SB 35 Mph Speed Limit Sign South of Grand Avenue: Condition - Good CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 29 of 206 SECTION 4: CITY OF ROSEMEAD 2022/2023 CITYWIDE SPEED LIMIT MAP AND AVERAGE DAILY TRAFFIC (ADT) MAP The following pages consist of: • City of Rosemead 2022/2023 Citywide Speed Limit Map • City of Rosemead 2022 Average Daily Traffic (ADT) Map. CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 30 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 31 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 32 of 206 SECTION 5: ENGINEERING AND TRAFFIC SURVEY SUMMARY FORMS The following pages consist of the Engineering and Traffic Survey Grid and Summary Forms for each segment included in the Citywide Survey. CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 33 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 34 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 35 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 36 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 37 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 38 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 39 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 40 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 41 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 42 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 43 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 44 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 45 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 46 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 47 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 48 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 49 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 50 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 51 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 52 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 53 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 54 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 55 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 56 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 57 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 58 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 59 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 60 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 61 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 62 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 63 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 64 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 65 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 66 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 67 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 68 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 69 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 70 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 71 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 72 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 73 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 74 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 75 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 76 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 77 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 78 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 79 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 80 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 81 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 82 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 83 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 84 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 85 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 86 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 87 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 88 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 89 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 90 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 91 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 92 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 93 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 94 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 95 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 96 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 97 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 98 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 99 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 100 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 101 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 102 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 103 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 104 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 105 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 106 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 107 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 108 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 109 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 110 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 111 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 112 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 113 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 114 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 115 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 116 of 206 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 117 of 206 SECTION 6: AVERAGE DAILY TRAFFIC (ADT) COUNTS The following pages consist of the ADT count sheets for all segments. The Average Daily Traffic (ADT) data was obtained from counts taken by a private traffic counting firm in October and November 2022. These counts were taken while school was in session. ADT counts were taken by NDS Services. National Data & Surveying Services 8370 Wilshire Blvd. Ste, 205 Beverly Hills, CA 90211 Tel (323) 782-0090 Fax (323)375-1666 www.ndsdata.com CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 118 of 206 Day:City:Rosemead Date:Project #:CA22_020329_001 NB SB EB WB 0 0 411 398 AM Period NB SB EB WB NB SB EB WB 0:00 0 0 0 10 2 12 0:15 0 0 0 4 7 11 0:30 1 1 2 4 7 11 0:45 2 3 0 1 2 4 1 19 4 20 5 39 1:00 1 0 1 4 9 13 1:15 0 0 0 8 4 12 1:30 0 0 0 4 6 10 1:45 1 2 0 1 2 7 23 6 25 13 48 2:00 1 0 1 6 9 15 2:15 0 0 0 10 18 28 2:30 0 0 0 5 10 15 2:45 0 1 0 0 1 11 32 1 38 12 70 3:00 0 0 0 7 7 14 3:15 0 0 0 8 5 13 3:30 0 0 0 6 7 13 3:45 0 1 1 1 1 6 27 6 25 12 52 4:00 0 0 0 9 6 15 4:15 1 0 1 5 8 13 4:30 1 0 1 6 7 13 4:45 1 3 1 1 2 4 8 28 7 28 15 56 5:00 0 0 0 4 3 7 5:15 0 2 2 6 11 17 5:30 2 1 3 6 12 18 5:45 1 3 2 5 3 8 6 22 17 43 23 65 6:00 0 0 0 9 10 19 6:15 3 0 3 9 5 14 6:30 3 5 8 6 6 12 6:45 5 11 2 7 7 18 5 29 4 25 9 54 7:00 0 3 3 5 6 11 7:15 5 4 9 3 2 5 7:30 13 6 19 6 3 9 7:45 23 41 17 30 40 71 9 23 2 13 11 36 8:00 10 13 23 7 5 12 8:15 10 10 20 3 7 10 8:30 10 6 16 2 1 3 8:45 8 38 5 34 13 72 7 19 1 14 8 33 9:00 5 4 9 5 5 10 9:15 3 6 9 1 1 2 9:30 7 9 16 3 1 4 9:45 10 25 6 25 16 50 2 11 2 9 4 20 10:00 7 5 12 3 3 6 10:15 2 5 7 3 3 6 10:30 3 2 5 4 4 8 10:45 5 17 8 20 13 37 2 12 1 11 3 23 11:00 5 4 9 2 3 5 11:15 4 4 8 1 0 1 11:30 5 4 9 1 1 2 11:45 4 18 7 19 11 37 0 4 0 4 0 8 TOTALS 162 143 305 249 255 504 SPLIT %53.1%46.9%37.7%49.4%50.6%62.3% NB SB EB WB 0 0 411 398 AM Peak Hour 7:30 7:30 7:30 14:15 17:15 17:15 AM Pk Volume 56 46 102 33 50 77 Pk Hr Factor 0.609 0.676 0.638 0.750 0.735 0.837 7 - 9 Volume 0 0 79 64 143 0 0 50 71 121 7 - 9 Peak Hour 7:30 7:30 7:30 16:00 17:00 17:00 7 - 9 Pk Volume 0 0 56 46 102 0 0 28 43 65 Pk Hr Factor 0.000 0.000 0.609 0.676 0.638 0.000 0.000 0.778 0.632 0.707 VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 De Adelena St W/O Rio Hondo Ave 21:30 21:45 22:00 Total 809 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 809 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 119 of 206 Project #:CA22_020329_001 City:Rosemead Location:Date:11/17/2022De Adelena St W/O Rio Hondo Ave Prepared by National Data & Surveying Services 0 5 10 15 20 25 30 35 40 45 50 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 120 of 206 Day:City:Rosemead Date:Project #:CA22_020329_002 NB SB EB WB 9,328 8,124 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 17 18 35 137 105 242 0:15 13 10 23 101 124 225 0:30 11 12 23 147 113 260 0:45 12 53 6 46 18 99 129 514 103 445 232 959 1:00 10 8 18 137 115 252 1:15 11 5 16 142 120 262 1:30 10 14 24 139 148 287 1:45 11 42 5 32 16 74 141 559 142 525 283 1084 2:00 1 6 7 180 136 316 2:15 5 8 13 160 137 297 2:30 8 4 12 149 121 270 2:45 4 18 9 27 13 45 185 674 146 540 331 1214 3:00 7 8 15 139 156 295 3:15 4 3 7 127 142 269 3:30 5 4 9 162 154 316 3:45 9 25 7 22 16 47 154 582 147 599 301 1181 4:00 7 7 14 161 188 349 4:15 7 10 17 159 158 317 4:30 13 9 22 150 176 326 4:45 14 41 12 38 26 79 188 658 237 759 425 1417 5:00 10 7 17 189 173 362 5:15 26 23 49 195 174 369 5:30 28 16 44 203 196 399 5:45 33 97 17 63 50 160 180 767 210 753 390 1520 6:00 47 23 70 220 239 459 6:15 87 23 110 240 213 453 6:30 58 40 98 194 148 342 6:45 90 282 42 128 132 410 163 817 121 721 284 1538 7:00 85 57 142 118 132 250 7:15 151 50 201 124 126 250 7:30 167 88 255 112 111 223 7:45 244 647 149 344 393 991 81 435 117 486 198 921 8:00 246 198 444 87 92 179 8:15 261 185 446 68 101 169 8:30 140 135 275 74 83 157 8:45 137 784 119 637 256 1421 63 292 85 361 148 653 9:00 168 80 248 49 53 102 9:15 147 89 236 71 64 135 9:30 128 81 209 56 64 120 9:45 127 570 93 343 220 913 40 216 67 248 107 464 10:00 112 89 201 42 44 86 10:15 123 86 209 29 28 57 10:30 125 88 213 41 33 74 10:45 138 498 114 377 252 875 29 141 23 128 52 269 11:00 127 94 221 36 28 64 11:15 126 94 220 23 23 46 11:30 130 114 244 20 18 38 11:45 136 519 113 415 249 934 18 97 18 87 36 184 TOTALS 3576 2472 6048 5752 5652 11404 SPLIT %59.1%40.9%34.7%50.4%49.6%65.3% NB SB EB WB 9,328 8,124 0 0 AM Peak Hour 7:30 7:45 7:45 17:30 17:30 17:30 AM Pk Volume 918 667 1558 843 858 1701 Pk Hr Factor 0.879 0.842 0.873 0.878 0.897 0.926 7 - 9 Volume 1431 981 0 0 2412 1425 1512 0 0 2937 7 - 9 Peak Hour 7:30 7:45 7:45 16:45 16:45 16:45 7 - 9 Pk Volume 918 667 0 0 1558 775 780 0 0 1555 Pk Hr Factor 0.879 0.842 0.000 0.000 0.873 0.954 0.823 0.000 0.000 0.915 VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Del Mar Ave N/O Fern Ave 21:30 21:45 22:00 Total 17,452 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 17,452 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 121 of 206 Project #:CA22_020329_002 City:Rosemead Location:Date:11/17/2022Del Mar Ave N/O Fern Ave Prepared by National Data & Surveying Services 0 100 200 300 400 500 600 700 800 900 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 122 of 206 Day:City:Rosemead Date:Project #:CA22_020329_003 NB SB EB WB 11,682 10,601 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 19 23 42 169 171 340 0:15 22 18 40 161 186 347 0:30 10 21 31 178 163 341 0:45 14 65 15 77 29 142 160 668 159 679 319 1347 1:00 15 10 25 198 180 378 1:15 12 20 32 197 159 356 1:30 7 14 21 190 194 384 1:45 15 49 6 50 21 99 168 753 195 728 363 1481 2:00 6 7 13 195 179 374 2:15 2 8 10 189 184 373 2:30 7 7 14 191 163 354 2:45 5 20 17 39 22 59 255 830 200 726 455 1556 3:00 9 9 18 189 185 374 3:15 6 3 9 179 211 390 3:30 3 7 10 189 199 388 3:45 13 31 9 28 22 59 180 737 198 793 378 1530 4:00 8 9 17 205 234 439 4:15 18 21 39 213 203 416 4:30 24 8 32 184 182 366 4:45 17 67 8 46 25 113 206 808 277 896 483 1704 5:00 19 14 33 221 221 442 5:15 36 22 58 240 231 471 5:30 45 27 72 252 230 482 5:45 46 146 30 93 76 239 223 936 223 905 446 1841 6:00 56 32 88 242 254 496 6:15 76 30 106 293 199 492 6:30 83 42 125 238 182 420 6:45 102 317 43 147 145 464 203 976 159 794 362 1770 7:00 101 55 156 188 171 359 7:15 137 64 201 193 142 335 7:30 193 94 287 140 157 297 7:45 269 700 177 390 446 1090 132 653 154 624 286 1277 8:00 324 195 519 109 140 249 8:15 288 181 469 73 111 184 8:30 222 166 388 102 104 206 8:45 176 1010 154 696 330 1706 89 373 90 445 179 818 9:00 189 117 306 56 90 146 9:15 177 113 290 77 85 162 9:30 163 149 312 77 75 152 9:45 147 676 120 499 267 1175 60 270 88 338 148 608 10:00 164 131 295 53 64 117 10:15 160 130 290 43 55 98 10:30 152 144 296 51 47 98 10:45 170 646 178 583 348 1229 36 183 41 207 77 390 11:00 147 149 296 32 43 75 11:15 146 170 316 30 40 70 11:30 184 157 341 26 31 57 11:45 176 653 185 661 361 1314 27 115 43 157 70 272 TOTALS 4380 3309 7689 7302 7292 14594 SPLIT %57.0%43.0%34.5%50.0%50.0%65.5% NB SB EB WB 11,682 10,601 0 0 AM Peak Hour 7:45 7:45 7:45 17:30 16:45 17:30 AM Pk Volume 1103 719 1822 1010 959 1916 Pk Hr Factor 0.851 0.922 0.878 0.862 0.866 0.966 7 - 9 Volume 1710 1086 0 0 2796 1744 1801 0 0 3545 7 - 9 Peak Hour 7:45 7:45 7:45 17:00 16:45 16:45 7 - 9 Pk Volume 1103 719 0 0 1822 936 959 0 0 1878 Pk Hr Factor 0.851 0.922 0.000 0.000 0.878 0.929 0.866 0.000 0.000 0.972 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 22,283 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Del Mar Ave N/O Emerson Pl 21:30 21:45 22:00 Total 22,283 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 123 of 206 Project #:CA22_020329_003 City:Rosemead Location:Date:11/17/2022Del Mar Ave N/O Emerson Pl Prepared by National Data & Surveying Services 0 200 400 600 800 1000 1200 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 124 of 206 Day:City:Rosemead Date:Project #:CA22_020329_004 NB SB EB WB 0 0 824 989 AM Period NB SB EB WB NB SB EB WB 0:00 4 2 6 14 10 24 0:15 2 0 2 16 17 33 0:30 3 0 3 8 14 22 0:45 1 10 2 4 3 14 7 45 26 67 33 112 1:00 3 0 3 14 9 23 1:15 1 1 2 11 20 31 1:30 1 0 1 12 19 31 1:45 2 7 0 1 2 8 12 49 18 66 30 115 2:00 1 1 2 19 26 45 2:15 0 0 0 15 22 37 2:30 0 0 0 25 15 40 2:45 5 6 1 2 6 8 12 71 15 78 27 149 3:00 3 0 3 16 14 30 3:15 1 3 4 12 24 36 3:30 0 1 1 12 16 28 3:45 0 4 1 5 1 9 16 56 18 72 34 128 4:00 0 2 2 15 21 36 4:15 0 3 3 13 12 25 4:30 0 7 7 17 21 38 4:45 1 1 7 19 8 20 16 61 14 68 30 129 5:00 0 3 3 30 14 44 5:15 1 6 7 29 23 52 5:30 1 3 4 16 25 41 5:45 2 4 5 17 7 21 16 91 12 74 28 165 6:00 0 5 5 21 13 34 6:15 3 7 10 16 9 25 6:30 3 8 11 11 7 18 6:45 6 12 9 29 15 41 15 63 8 37 23 100 7:00 6 21 27 15 11 26 7:15 5 26 31 12 8 20 7:30 7 38 45 10 9 19 7:45 12 30 30 115 42 145 14 51 7 35 21 86 8:00 14 24 38 9 5 14 8:15 19 17 36 7 6 13 8:30 14 23 37 10 8 18 8:45 14 61 15 79 29 140 6 32 4 23 10 55 9:00 4 16 20 14 5 19 9:15 14 17 31 8 5 13 9:30 9 15 24 3 3 6 9:45 9 36 17 65 26 101 7 32 2 15 9 47 10:00 5 15 20 4 4 8 10:15 7 11 18 4 4 8 10:30 9 16 25 2 5 7 10:45 8 29 15 57 23 86 4 14 0 13 4 27 11:00 10 9 19 5 0 5 11:15 8 11 19 5 1 6 11:30 13 10 23 3 2 5 11:45 11 42 12 42 23 84 4 17 3 6 7 23 TOTALS 242 435 677 582 554 1136 SPLIT %35.7%64.3%37.3%51.2%48.8%62.7% NB SB EB WB 0 0 824 989 AM Peak Hour 8:00 7:15 7:30 16:30 13:30 16:45 AM Pk Volume 61 118 161 92 85 167 Pk Hr Factor 0.803 0.776 0.894 0.767 0.817 0.803 7 - 9 Volume 0 0 91 194 285 0 0 152 142 294 7 - 9 Peak Hour 8:00 7:15 7:30 16:30 16:45 16:45 7 - 9 Pk Volume 0 0 61 118 161 0 0 92 76 167 Pk Hr Factor 0.000 0.000 0.803 0.776 0.894 0.000 0.000 0.767 0.760 0.803 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 1,813 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Earlswood Dr Bet. Ivar Ave & Greendale Ave 21:30 21:45 22:00 Total 1,813 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 125 of 206 Project #:CA22_020329_004 City:Rosemead Location:Date:11/17/2022Earlswood Dr Bet. Ivar Ave & Greendale Ave Prepared by National Data & Surveying Services 0 20 40 60 80 100 120 140 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 126 of 206 Day:City:Rosemead Date:Project #:CA22_020329_005 NB SB EB WB 566 797 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 0 0 0 8 7 15 0:15 1 0 1 6 16 22 0:30 1 3 4 8 13 21 0:45 1 3 0 3 1 6 9 31 4 40 13 71 1:00 2 0 2 7 11 18 1:15 0 2 2 7 14 21 1:30 2 1 3 9 15 24 1:45 1 5 1 4 2 9 5 28 12 52 17 80 2:00 0 1 1 13 9 22 2:15 0 0 0 25 11 36 2:30 0 0 0 13 17 30 2:45 0 0 1 0 1 9 60 8 45 17 105 3:00 1 1 2 7 15 22 3:15 0 0 0 11 17 28 3:30 0 0 0 10 12 22 3:45 0 1 1 2 1 3 5 33 13 57 18 90 4:00 1 0 1 11 13 24 4:15 1 3 4 9 22 31 4:30 0 0 0 10 14 24 4:45 2 4 1 4 3 8 15 45 12 61 27 106 5:00 1 1 2 15 15 30 5:15 2 2 4 13 27 40 5:30 1 2 3 8 23 31 5:45 3 7 1 6 4 13 11 47 20 85 31 132 6:00 0 1 1 12 15 27 6:15 1 5 6 9 12 21 6:30 5 5 10 7 15 22 6:45 6 12 4 15 10 27 12 40 16 58 28 98 7:00 5 8 13 11 9 20 7:15 10 16 26 5 8 13 7:30 11 17 28 9 9 18 7:45 27 53 33 74 60 127 3 28 9 35 12 63 8:00 17 14 31 4 8 12 8:15 13 14 27 4 9 13 8:30 11 16 27 2 12 14 8:45 10 51 7 51 17 102 5 15 6 35 11 50 9:00 9 11 20 3 4 7 9:15 3 9 12 1 9 10 9:30 5 11 16 2 2 4 9:45 13 30 11 42 24 72 6 12 4 19 10 31 10:00 3 9 12 4 4 8 10:15 9 11 20 3 3 6 10:30 6 8 14 3 3 6 10:45 2 20 9 37 11 57 2 12 5 15 7 27 11:00 3 8 11 0 3 3 11:15 4 9 13 2 1 3 11:30 8 21 29 1 0 1 11:45 9 24 12 50 21 74 2 5 2 6 4 11 TOTALS 210 289 499 356 508 864 SPLIT %42.1%57.9%36.6%41.2%58.8%63.4% NB SB EB WB 566 797 0 0 AM Peak Hour 7:30 7:15 7:30 14:00 17:00 17:00 AM Pk Volume 68 80 146 60 85 132 Pk Hr Factor 0.630 0.606 0.608 0.600 0.787 0.825 7 - 9 Volume 104 125 0 0 229 92 146 0 0 238 7 - 9 Peak Hour 7:30 7:15 7:30 16:30 17:00 17:00 7 - 9 Pk Volume 68 80 0 0 146 53 85 0 0 132 Pk Hr Factor 0.630 0.606 0.000 0.000 0.608 0.883 0.787 0.000 0.000 0.825 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 1,363 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Ellis Ln N/O De Adalena St 21:30 21:45 22:00 Total 1,363 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 127 of 206 Project #:CA22_020329_005 City:Rosemead Location:Date:11/17/2022Ellis Ln N/O De Adalena St Prepared by National Data & Surveying Services 0 10 20 30 40 50 60 70 80 90 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 128 of 206 Day:City:Rosemead Date:Project #:CA22_020329_006 NB SB EB WB 0 0 2,183 1,785 AM Period NB SB EB WB NB SB EB WB 0:00 1 12 13 40 14 54 0:15 3 1 4 26 36 62 0:30 1 2 3 38 34 72 0:45 1 6 2 17 3 23 23 127 25 109 48 236 1:00 0 1 1 36 36 72 1:15 1 0 1 29 23 52 1:30 1 0 1 26 21 47 1:45 4 6 1 2 5 8 40 131 22 102 62 233 2:00 0 2 2 37 32 69 2:15 2 0 2 34 41 75 2:30 2 1 3 46 36 82 2:45 1 5 0 3 1 8 67 184 26 135 93 319 3:00 0 0 0 44 41 85 3:15 1 0 1 31 35 66 3:30 0 1 1 37 42 79 3:45 1 2 0 1 1 3 51 163 32 150 83 313 4:00 1 2 3 56 44 100 4:15 3 1 4 49 34 83 4:30 2 0 2 59 31 90 4:45 5 11 3 6 8 17 45 209 40 149 85 358 5:00 4 2 6 41 34 75 5:15 5 2 7 59 44 103 5:30 5 6 11 52 47 99 5:45 5 19 4 14 9 33 54 206 39 164 93 370 6:00 4 2 6 36 37 73 6:15 7 1 8 54 35 89 6:30 11 8 19 30 26 56 6:45 14 36 20 31 34 67 28 148 26 124 54 272 7:00 22 13 35 19 17 36 7:15 19 20 39 23 21 44 7:30 22 27 49 16 27 43 7:45 54 117 44 104 98 221 26 84 18 83 44 167 8:00 62 45 107 16 27 43 8:15 55 36 91 17 14 31 8:30 42 23 65 13 10 23 8:45 38 197 29 133 67 330 13 59 18 69 31 128 9:00 34 30 64 16 10 26 9:15 32 17 49 13 9 22 9:30 31 15 46 14 12 26 9:45 33 130 29 91 62 221 10 53 17 48 27 101 10:00 23 19 42 13 9 22 10:15 27 20 47 8 12 20 10:30 42 27 69 8 13 21 10:45 35 127 24 90 59 217 7 36 5 39 12 75 11:00 27 33 60 2 4 6 11:15 26 21 47 6 7 13 11:30 29 23 52 3 5 8 11:45 32 114 25 102 57 216 2 13 3 19 5 32 TOTALS 770 594 1364 1413 1191 2604 SPLIT %56.5%43.5%34.4%54.3%45.7%65.6% NB SB EB WB 0 0 2,183 1,785 AM Peak Hour 7:45 7:30 7:45 15:45 17:15 17:00 AM Pk Volume 213 152 361 215 167 370 Pk Hr Factor 0.859 0.844 0.843 0.911 0.888 0.898 7 - 9 Volume 0 0 314 237 551 0 0 415 313 728 7 - 9 Peak Hour 7:45 7:30 7:45 16:00 16:45 17:00 7 - 9 Pk Volume 0 0 213 152 361 0 0 209 165 370 Pk Hr Factor 0.000 0.000 0.859 0.844 0.843 0.000 0.000 0.886 0.878 0.898 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 3,968 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Emerson Pl E/O Isabel Ave 21:30 21:45 22:00 Total 3,968 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 129 of 206 Project #:CA22_020329_006 City:Rosemead Location:Date:11/17/2022Emerson Pl E/O Isabel Ave Prepared by National Data & Surveying Services 0 50 100 150 200 250 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 130 of 206 Day:City:Rosemead Date:Project #:CA22-020329-007 NB SB EB WB 3,632 3,388 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 3 0 3 53 43 96 00:15 3 3 6 46 37 83 00:30 0 3 3 51 35 86 00:45 6 12 4 10 10 22 62 212 32 147 94 359 01:00 3 1 4 52 40 92 01:15 4 2 6 53 39 92 01:30 3 4 7 81 50 131 01:45 2 12 0 7 2 19 61 247 56 185 117 432 02:00 1 0 1 66 75 141 02:15 0 0 0 69 78 147 02:30 1 1 2 88 75 163 02:45 3 5 0 1 3 6 79 302 37 265 116 567 03:00 0 0 0 71 82 153 03:15 0 1 1 80 70 150 03:30 1 1 2 91 87 178 03:45 1 2 3 5 4 7 89 331 70 309 159 640 04:00 1 2 3 76 71 147 04:15 3 0 3 76 55 131 04:30 6 3 9 64 64 128 04:45 5 15 1 6 6 21 70 286 61 251 131 537 05:00 3 2 5 83 62 145 05:15 9 9 18 109 64 173 05:30 4 7 11 108 75 183 05:45 7 23 8 26 15 49 129 429 65 266 194 695 06:00 6 9 15 123 93 216 06:15 10 9 19 97 59 156 06:30 13 21 34 73 38 111 06:45 19 48 18 57 37 105 45 338 37 227 82 565 07:00 16 28 44 52 37 89 07:15 37 66 103 51 30 81 07:30 43 95 138 48 40 88 07:45 81 177 98 287 179 464 51 202 36 143 87 345 08:00 56 136 192 52 32 84 08:15 52 115 167 35 25 60 08:30 33 73 106 34 20 54 08:45 31 172 76 400 107 572 27 148 30 107 57 255 09:00 37 55 92 31 24 55 09:15 31 53 84 23 16 39 09:30 38 62 100 14 19 33 09:45 40 146 45 215 85 361 24 92 25 84 49 176 10:00 27 35 62 12 19 31 10:15 51 50 101 13 15 28 10:30 58 45 103 9 8 17 10:45 49 185 50 180 99 365 10 44 6 48 16 92 11:00 31 35 66 10 5 15 11:15 52 40 92 9 2 11 11:30 39 32 71 6 2 8 11:45 45 167 42 149 87 316 12 37 4 13 16 50 TOTALS 964 1343 2307 2668 2045 4713 SPLIT %41.8%58.2%32.9%56.6%43.4%67.1% NB SB EB WB 3,632 3,388 0 0 AM Peak Hour 07:30 07:30 07:30 17:15 15:00 17:15 AM Pk Volume 232 444 676 469 309 766 Pk Hr Factor 0.716 0.816 0.880 0.909 0.888 0.887 7 - 9 Volume 349 687 0 0 1036 715 517 0 0 1232 7 - 9 Peak Hour 07:30 07:30 07:30 17:00 17:00 17:00 7 - 9 Pk Volume 232 444 0 0 676 429 266 0 0 695 Pk Hr Factor 0.716 0.816 0.000 0.000 0.880 0.831 0.887 0.000 0.000 0.896 VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/10/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Encinita Ave N/O Rose St 21:30 21:45 22:00 Total 7,020 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 7,020 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 131 of 206 Project #:CA22-020329-007 City:Rosemead Location:Date:11/10/2022Encinita Ave N/O Rose St Prepared by National Data & Surveying Services 0 50 100 150 200 250 300 350 400 450 500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 132 of 206 Day:City:Rosemead Date:Project #:CA22_020329_008 NB SB EB WB 0 0 11,729 10,949 AM Period NB SB EB WB NB SB EB WB 0:00 23 15 38 184 190 374 0:15 14 16 30 189 219 408 0:30 14 25 39 207 186 393 0:45 16 67 14 70 30 137 196 776 214 809 410 1585 1:00 15 18 33 200 188 388 1:15 12 11 23 208 213 421 1:30 13 15 28 184 197 381 1:45 10 50 12 56 22 106 228 820 176 774 404 1594 2:00 9 19 28 220 184 404 2:15 14 7 21 198 163 361 2:30 15 16 31 242 218 460 2:45 9 47 8 50 17 97 259 919 244 809 503 1728 3:00 9 8 17 235 181 416 3:15 8 15 23 232 211 443 3:30 11 8 19 239 190 429 3:45 9 37 10 41 19 78 295 1001 156 738 451 1739 4:00 8 10 18 269 184 453 4:15 10 21 31 236 185 421 4:30 10 22 32 260 161 421 4:45 16 44 17 70 33 114 268 1033 190 720 458 1753 5:00 12 23 35 264 224 488 5:15 20 27 47 294 198 492 5:30 16 29 45 254 228 482 5:45 22 70 35 114 57 184 282 1094 196 846 478 1940 6:00 36 47 83 233 208 441 6:15 46 59 105 287 171 458 6:30 53 59 112 212 163 375 6:45 57 192 90 255 147 447 216 948 148 690 364 1638 7:00 61 99 160 190 124 314 7:15 71 110 181 140 110 250 7:30 131 168 299 120 103 223 7:45 207 470 222 599 429 1069 98 548 105 442 203 990 8:00 189 233 422 93 96 189 8:15 178 179 357 94 92 186 8:30 182 169 351 81 89 170 8:45 143 692 190 771 333 1463 71 339 80 357 151 696 9:00 137 160 297 73 79 152 9:15 134 175 309 71 76 147 9:30 144 151 295 72 66 138 9:45 164 579 190 676 354 1255 63 279 56 277 119 556 10:00 149 167 316 51 66 117 10:15 172 186 358 55 52 107 10:30 166 172 338 41 43 84 10:45 179 666 184 709 363 1375 39 186 33 194 72 380 11:00 192 193 385 37 45 82 11:15 205 188 393 25 29 54 11:30 176 194 370 29 28 57 11:45 183 756 177 752 360 1508 25 116 28 130 53 246 TOTALS 3670 4163 7833 8059 6786 14845 SPLIT %46.9%53.1%34.5%54.3%45.7%65.5% NB SB EB WB 0 0 11,729 10,949 AM Peak Hour 11:45 7:45 7:45 17:00 14:30 17:00 AM Pk Volume 763 803 1559 1094 854 1940 Pk Hr Factor 0.921 0.862 0.909 0.930 0.875 0.986 7 - 9 Volume 0 0 1162 1370 2532 0 0 2127 1566 3693 7 - 9 Peak Hour 7:45 7:45 7:45 17:00 17:00 17:00 7 - 9 Pk Volume 0 0 756 803 1559 0 0 1094 846 1940 Pk Hr Factor 0.000 0.000 0.913 0.862 0.909 0.000 0.000 0.930 0.928 0.986 VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Garvey Ave W/O Lindy Ave 21:30 21:45 22:00 Total 22,678 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 22,678 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 133 of 206 Project #:CA22_020329_008 City:Rosemead Location:Date:11/17/2022Garvey Ave W/O Lindy Ave Prepared by National Data & Surveying Services 0 200 400 600 800 1000 1200 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 134 of 206 Day:City:Rosemead Date:Project #:CA22_020329_009 NB SB EB WB 0 0 12,805 10,913 AM Period NB SB EB WB NB SB EB WB 00:00 23 25 48 220 206 426 00:15 23 16 39 222 200 422 00:30 12 14 26 220 201 421 00:45 20 78 11 66 31 144 255 917 189 796 444 1713 01:00 17 15 32 240 187 427 01:15 8 12 20 267 207 474 01:30 10 4 14 249 204 453 01:45 10 45 8 39 18 84 254 1010 214 812 468 1822 02:00 11 13 24 239 223 462 02:15 6 9 15 243 198 441 02:30 8 7 15 255 222 477 02:45 6 31 13 42 19 73 273 1010 201 844 474 1854 03:00 8 9 17 238 187 425 03:15 5 3 8 246 160 406 03:30 8 10 18 277 190 467 03:45 8 29 6 28 14 57 281 1042 172 709 453 1751 04:00 10 10 20 288 225 513 04:15 10 9 19 311 209 520 04:30 6 15 21 277 214 491 04:45 20 46 13 47 33 93 314 1190 206 854 520 2044 05:00 13 16 29 317 215 532 05:15 26 31 57 271 213 484 05:30 27 16 43 255 227 482 05:45 40 106 35 98 75 204 277 1120 201 856 478 1976 06:00 42 39 81 259 206 465 06:15 45 36 81 270 164 434 06:30 60 58 118 214 159 373 06:45 64 211 75 208 139 419 209 952 136 665 345 1617 07:00 59 72 131 181 111 292 07:15 79 87 166 145 127 272 07:30 105 144 249 134 105 239 07:45 140 383 185 488 325 871 128 588 120 463 248 1051 08:00 157 193 350 103 126 229 08:15 203 189 392 99 107 206 08:30 177 182 359 92 90 182 08:45 199 736 150 714 349 1450 88 382 89 412 177 794 09:00 167 168 335 97 79 176 09:15 170 169 339 80 63 143 09:30 149 166 315 72 67 139 09:45 156 642 177 680 333 1322 57 306 60 269 117 575 10:00 155 199 354 54 49 103 10:15 196 158 354 72 59 131 10:30 173 186 359 54 35 89 10:45 209 733 218 761 427 1494 33 213 37 180 70 393 11:00 201 175 376 31 29 60 11:15 249 205 454 34 30 64 11:30 222 216 438 32 20 52 11:45 239 911 184 780 423 1691 27 124 23 102 50 226 TOTALS 3951 3951 7902 8854 6962 15816 SPLIT %50.0%50.0%33.3%56.0%44.0%66.7% NB SB EB WB 0 0 12,805 10,913 AM Peak Hour 11:15 10:45 11:15 16:15 16:45 16:15 AM Pk Volume 930 814 1741 1219 861 2063 Pk Hr Factor 0.934 0.933 0.959 0.961 0.948 0.969 7 - 9 Volume 0 0 1119 1202 2321 0 0 2310 1710 4020 7 - 9 Peak Hour 08:00 07:45 08:00 16:15 16:45 16:15 7 - 9 Pk Volume 0 0 736 749 1450 0 0 1219 861 2063 Pk Hr Factor 0.000 0.000 0.906 0.970 0.925 0.000 0.000 0.961 0.948 0.969 VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Garvey Ave W/O Denton Ave 21:30 21:45 22:00 Total 23,718 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 23,718 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 135 of 206 Project #:CA22_020329_009 City:Rosemead Location:Date:11/17/2022Garvey Ave W/O Denton Ave Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 136 of 206 Day:City:Rosemead Date:Project #:CA22_020329_010 NB SB EB WB 0 0 11,317 11,203 AM Period NB SB EB WB NB SB EB WB 00:00 23 25 48 213 218 431 00:15 26 17 43 211 224 435 00:30 18 19 37 218 187 405 00:45 18 85 15 76 33 161 221 863 188 817 409 1680 01:00 16 16 32 173 189 362 01:15 15 14 29 258 198 456 01:30 12 9 21 196 247 443 01:45 10 53 9 48 19 101 236 863 240 874 476 1737 02:00 11 12 23 235 239 474 02:15 10 9 19 214 197 411 02:30 10 9 19 232 224 456 02:45 5 36 18 48 23 84 228 909 217 877 445 1786 03:00 7 9 16 229 186 415 03:15 9 5 14 249 166 415 03:30 12 7 19 259 171 430 03:45 6 34 7 28 13 62 248 985 222 745 470 1730 04:00 10 13 23 240 212 452 04:15 11 10 21 251 203 454 04:30 20 26 46 266 209 475 04:45 22 63 14 63 36 126 293 1050 222 846 515 1896 05:00 27 16 43 288 223 511 05:15 25 30 55 268 261 529 05:30 24 25 49 267 227 494 05:45 40 116 30 101 70 217 261 1084 274 985 535 2069 06:00 40 39 79 169 200 369 06:15 39 47 86 135 202 337 06:30 47 66 113 159 126 285 06:45 59 185 72 224 131 409 138 601 129 657 267 1258 07:00 60 88 148 146 118 264 07:15 78 89 167 113 113 226 07:30 109 145 254 82 97 179 07:45 148 395 190 512 338 907 83 424 96 424 179 848 08:00 177 203 380 103 94 197 08:15 206 199 405 77 76 153 08:30 180 156 336 77 94 171 08:45 175 738 189 747 364 1485 78 335 68 332 146 667 09:00 144 175 319 80 62 142 09:15 141 188 329 71 55 126 09:30 129 159 288 74 71 145 09:45 141 555 177 699 318 1254 51 276 58 246 109 522 10:00 150 187 337 43 46 89 10:15 122 197 319 51 51 102 10:30 176 209 385 61 43 104 10:45 171 619 221 814 392 1433 31 186 28 168 59 354 11:00 169 188 357 28 33 61 11:15 197 205 402 27 28 55 11:30 191 199 390 12 13 25 11:45 212 769 187 779 399 1548 26 93 19 93 45 186 TOTALS 3648 4139 7787 7669 7064 14733 SPLIT %46.8%53.2%34.6%52.1%47.9%65.4% NB SB EB WB 0 0 11,317 11,203 AM Peak Hour 11:45 11:30 11:45 16:45 17:00 17:00 AM Pk Volume 854 828 1670 1116 985 2069 Pk Hr Factor 0.979 0.924 0.960 0.952 0.899 0.967 7 - 9 Volume 0 0 1133 1259 2392 0 0 2134 1831 3965 7 - 9 Peak Hour 08:00 07:45 08:00 16:45 17:00 17:00 7 - 9 Pk Volume 0 0 738 748 1485 0 0 1116 985 2069 Pk Hr Factor 0.000 0.000 0.896 0.921 0.917 0.000 0.000 0.952 0.899 0.967 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 22,520 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Garvey Ave E/O Earle Ave 21:30 21:45 22:00 Total 22,520 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 137 of 206 Project #:CA22_020329_010 City:Rosemead Location:Date:11/17/2022Garvey Ave E/O Earle Ave Prepared by NDS/ATD 0 200 400 600 800 1000 1200 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 138 of 206 Day:City:Rosemead Date:Project #:CA22_020329_011 NB SB EB WB 0 0 11,185 11,332 AM Period NB SB EB WB NB SB EB WB 00:00 18 24 42 227 196 423 00:15 28 12 40 187 211 398 00:30 12 12 24 214 218 432 00:45 14 72 17 65 31 137 229 857 207 832 436 1689 01:00 13 13 26 202 210 412 01:15 14 15 29 213 218 431 01:30 10 11 21 182 218 400 01:45 11 48 9 48 20 96 249 846 212 858 461 1704 02:00 13 14 27 250 222 472 02:15 10 9 19 218 199 417 02:30 11 13 24 203 212 415 02:45 6 40 12 48 18 88 239 910 212 845 451 1755 03:00 7 5 12 187 165 352 03:15 5 6 11 265 197 462 03:30 12 7 19 248 216 464 03:45 11 35 8 26 19 61 228 928 198 776 426 1704 04:00 11 15 26 237 234 471 04:15 13 8 21 239 205 444 04:30 23 29 52 233 221 454 04:45 25 72 13 65 38 137 253 962 211 871 464 1833 05:00 23 20 43 234 256 490 05:15 20 25 45 255 262 517 05:30 30 22 52 243 253 496 05:45 48 121 31 98 79 219 229 961 254 1025 483 1986 06:00 47 34 81 165 226 391 06:15 44 36 80 135 234 369 06:30 55 61 116 150 119 269 06:45 70 216 71 202 141 418 144 594 137 716 281 1310 07:00 75 102 177 143 100 243 07:15 83 98 181 104 126 230 07:30 108 134 242 105 103 208 07:45 150 416 170 504 320 920 84 436 85 414 169 850 08:00 171 206 377 101 82 183 08:15 174 162 336 83 83 166 08:30 226 163 389 71 70 141 08:45 197 768 189 720 386 1488 72 327 65 300 137 627 09:00 173 162 335 57 69 126 09:15 148 206 354 59 59 118 09:30 155 156 311 63 61 124 09:45 147 623 201 725 348 1348 54 233 58 247 112 480 10:00 182 191 373 45 53 98 10:15 148 204 352 59 41 100 10:30 182 201 383 49 40 89 10:45 173 685 248 844 421 1529 36 189 33 167 69 356 11:00 189 195 384 32 29 61 11:15 186 230 416 26 34 60 11:30 183 196 379 16 24 40 11:45 196 754 207 828 403 1582 18 92 21 108 39 200 TOTALS 3850 4173 8023 7335 7159 14494 SPLIT %48.0%52.0%35.6%50.6%49.4%64.4% NB SB EB WB 0 0 11,185 11,332 AM Peak Hour 11:45 10:30 11:45 16:45 17:00 17:00 AM Pk Volume 824 874 1656 985 1025 1986 Pk Hr Factor 0.907 0.881 0.958 0.966 0.978 0.960 7 - 9 Volume 0 0 1184 1224 2408 0 0 1923 1896 3819 7 - 9 Peak Hour 08:00 08:00 08:00 16:45 17:00 17:00 7 - 9 Pk Volume 0 0 768 720 1488 0 0 985 1025 1986 Pk Hr Factor 0.000 0.000 0.850 0.874 0.956 0.000 0.000 0.966 0.978 0.960 VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Garvey Ave E/O Ivar Ave 21:30 21:45 22:00 Total 22,517 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 22,517 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 139 of 206 Project #:CA22_020329_011 City:Rosemead Location:Date:11/17/2022Garvey Ave E/O Ivar Ave Prepared by NDS/ATD 0 200 400 600 800 1000 1200 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 140 of 206 Day:City:Rosemead Date:Project #:CA22_020329_012 NB SB EB WB 0 0 1,532 1,613 AM Period NB SB EB WB NB SB EB WB 0:00 1 2 3 22 21 43 0:15 1 1 2 19 21 40 0:30 0 1 1 20 28 48 0:45 1 3 0 4 1 7 36 97 22 92 58 189 1:00 2 1 3 16 11 27 1:15 2 2 4 17 20 37 1:30 0 1 1 18 14 32 1:45 2 6 0 4 2 10 37 88 27 72 64 160 2:00 3 1 4 42 25 67 2:15 3 1 4 23 23 46 2:30 0 0 0 29 34 63 2:45 1 7 0 2 1 9 23 117 22 104 45 221 3:00 1 1 2 35 31 66 3:15 0 0 0 41 25 66 3:30 0 2 2 34 31 65 3:45 0 1 0 3 0 4 34 144 32 119 66 263 4:00 4 0 4 32 24 56 4:15 1 2 3 45 19 64 4:30 4 1 5 25 21 46 4:45 5 14 1 4 6 18 38 140 28 92 66 232 5:00 6 2 8 36 25 61 5:15 5 5 10 38 25 63 5:30 15 15 30 51 28 79 5:45 9 35 13 35 22 70 39 164 26 104 65 268 6:00 0 8 8 39 29 68 6:15 6 12 18 38 24 62 6:30 11 35 46 31 17 48 6:45 11 28 39 94 50 122 26 134 20 90 46 224 7:00 8 42 50 29 14 43 7:15 13 36 49 24 9 33 7:30 23 52 75 16 11 27 7:45 19 63 68 198 87 261 9 78 10 44 19 122 8:00 26 40 66 14 10 24 8:15 23 38 61 5 9 14 8:30 27 32 59 15 16 31 8:45 22 98 43 153 65 251 12 46 5 40 17 86 9:00 19 31 50 8 9 17 9:15 15 30 45 8 11 19 9:30 6 28 34 10 8 18 9:45 14 54 27 116 41 170 8 34 9 37 17 71 10:00 13 21 34 11 3 14 10:15 15 17 32 5 11 16 10:30 15 12 27 6 11 17 10:45 15 58 23 73 38 131 6 28 5 30 11 58 11:00 16 17 33 6 1 7 11:15 20 21 41 6 5 11 11:30 24 24 48 7 5 12 11:45 14 74 26 88 40 162 2 21 4 15 6 36 TOTALS 441 774 1215 1091 839 1930 SPLIT %36.3%63.7%38.6%56.5%43.5%61.4% NB SB EB WB 0 0 1,532 1,613 AM Peak Hour 8:00 7:00 7:30 17:15 15:00 17:15 AM Pk Volume 98 198 289 167 119 275 Pk Hr Factor 0.907 0.728 0.830 0.819 0.930 0.870 7 - 9 Volume 0 0 161 351 512 0 0 304 196 500 7 - 9 Peak Hour 8:00 7:00 7:30 17:00 16:45 16:45 7 - 9 Pk Volume 0 0 98 198 289 0 0 164 106 269 Pk Hr Factor 0.000 0.000 0.907 0.728 0.830 0.000 0.000 0.804 0.946 0.851 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 3,145 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Grand Ave E/O Walnut Grove Ave 21:30 21:45 22:00 Total 3,145 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 11/10/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 141 of 206 Project #:CA22_020329_012 City:Rosemead Location:Date:11/10/2022Grand Ave E/O Walnut Grove Ave Prepared by National Data & Surveying Services 0 50 100 150 200 250 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 142 of 206 Day:City:Rosemead Date:Project #:CA22_020329_013 NB SB EB WB 0 0 3,145 4,060 AM Period NB SB EB WB NB SB EB WB 00:00 4 8 12 41 46 87 00:15 8 9 17 41 53 94 00:30 2 6 8 43 46 89 00:45 3 17 2 25 5 42 47 172 52 197 99 369 01:00 2 3 5 37 64 101 01:15 5 7 12 45 60 105 01:30 2 7 9 47 53 100 01:45 1 10 3 20 4 30 51 180 63 240 114 420 02:00 5 0 5 45 77 122 02:15 6 2 8 57 65 122 02:30 1 0 1 51 71 122 02:45 3 15 2 4 5 19 48 201 71 284 119 485 03:00 2 1 3 64 71 135 03:15 1 2 3 46 83 129 03:30 3 2 5 60 91 151 03:45 5 11 1 6 6 17 64 234 80 325 144 559 04:00 2 3 5 46 122 168 04:15 5 1 6 53 108 161 04:30 2 2 4 45 110 155 04:45 3 12 5 11 8 23 44 188 119 459 163 647 05:00 9 4 13 53 124 177 05:15 5 2 7 70 136 206 05:30 7 5 12 50 120 170 05:45 8 29 8 19 16 48 57 230 129 509 186 739 06:00 9 3 12 56 123 179 06:15 22 10 32 96 147 243 06:30 11 7 18 63 96 159 06:45 26 68 14 34 40 102 66 281 116 482 182 763 07:00 21 11 32 42 70 112 07:15 38 22 60 49 72 121 07:30 51 29 80 51 52 103 07:45 60 170 53 115 113 285 49 191 53 247 102 438 08:00 83 59 142 46 38 84 08:15 68 88 156 28 29 57 08:30 48 76 124 35 25 60 08:45 52 251 50 273 102 524 29 138 24 116 53 254 09:00 45 46 91 26 19 45 09:15 50 44 94 22 18 40 09:30 57 46 103 15 20 35 09:45 46 198 42 178 88 376 21 84 14 71 35 155 10:00 42 43 85 21 27 48 10:15 35 51 86 15 24 39 10:30 44 31 75 9 13 22 10:45 47 168 42 167 89 335 11 56 8 72 19 128 11:00 48 35 83 9 11 20 11:15 40 54 94 11 14 25 11:30 51 40 91 12 7 19 11:45 62 201 37 166 99 367 8 40 8 40 16 80 TOTALS 1150 1018 2168 1995 3042 5037 SPLIT %53.0%47.0%30.1%39.6%60.4%69.9% NB SB EB WB 0 0 3,145 4,060 AM Peak Hour 07:30 07:45 07:45 18:00 17:30 17:30 AM Pk Volume 262 276 535 281 519 778 Pk Hr Factor 0.789 0.784 0.857 0.732 0.883 0.800 7 - 9 Volume 0 0 421 388 809 0 0 418 968 1386 7 - 9 Peak Hour 07:30 07:45 07:45 17:00 17:00 17:00 7 - 9 Pk Volume 0 0 262 276 535 0 0 230 509 739 Pk Hr Factor 0.000 0.000 0.789 0.784 0.857 0.000 0.000 0.821 0.936 0.897 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 7,205 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Hellman E/O Kelburn Ave 21:30 21:45 22:00 Total 7,205 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 143 of 206 Project #:CA22_020329_013 City:Rosemead Location:Date:11/17/2022Hellman E/O Kelburn Ave Prepared by NDS/ATD 0 100 200 300 400 500 600 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 144 of 206 Day:City:Rosemead Date:Project #:CA22_020329_014 NB SB EB WB 1,185 1,362 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 2 0 2 10 18 28 0:15 0 2 2 17 27 44 0:30 1 2 3 14 18 32 0:45 2 5 1 5 3 10 18 59 16 79 34 138 1:00 1 1 2 12 16 28 1:15 0 0 0 17 12 29 1:30 1 2 3 15 22 37 1:45 2 4 1 4 3 8 18 62 15 65 33 127 2:00 0 0 0 18 18 36 2:15 0 3 3 29 12 41 2:30 0 2 2 34 44 78 2:45 1 1 2 7 3 8 28 109 41 115 69 224 3:00 1 0 1 16 22 38 3:15 1 0 1 22 25 47 3:30 0 0 0 24 29 53 3:45 0 2 1 1 1 3 21 83 36 112 57 195 4:00 1 1 2 15 20 35 4:15 1 3 4 27 20 47 4:30 3 1 4 25 31 56 4:45 4 9 1 6 5 15 26 93 39 110 65 203 5:00 4 3 7 26 45 71 5:15 6 2 8 37 44 81 5:30 2 0 2 31 39 70 5:45 5 17 1 6 6 23 25 119 34 162 59 281 6:00 5 4 9 18 39 57 6:15 7 3 10 17 26 43 6:30 4 3 7 12 30 42 6:45 10 26 6 16 16 42 16 63 19 114 35 177 7:00 9 3 12 8 21 29 7:15 21 9 30 10 26 36 7:30 42 30 72 18 20 38 7:45 60 132 29 71 89 203 12 48 16 83 28 131 8:00 45 36 81 11 12 23 8:15 28 33 61 6 15 21 8:30 14 22 36 8 9 17 8:45 16 103 9 100 25 203 5 30 9 45 14 75 9:00 17 11 28 5 15 20 9:15 24 19 43 6 9 15 9:30 12 18 30 9 8 17 9:45 10 63 19 67 29 130 2 22 7 39 9 61 10:00 14 14 28 4 8 12 10:15 12 19 31 3 10 13 10:30 13 18 31 2 5 7 10:45 15 54 10 61 25 115 1 10 4 27 5 37 11:00 19 15 34 0 0 0 11:15 14 14 28 0 3 3 11:30 21 16 37 0 1 1 11:45 15 69 15 60 30 129 2 2 3 7 5 9 TOTALS 485 404 889 700 958 1658 SPLIT %54.6%45.4%34.9%42.2%57.8%65.1% NB SB EB WB 1,185 1,362 0 0 AM Peak Hour 7:30 7:30 7:30 16:45 16:45 16:45 AM Pk Volume 175 128 303 120 167 287 Pk Hr Factor 0.729 0.889 0.851 0.811 0.928 0.886 7 - 9 Volume 235 171 0 0 406 212 272 0 0 484 7 - 9 Peak Hour 7:30 7:30 7:30 16:45 16:45 16:45 7 - 9 Pk Volume 175 128 0 0 303 120 167 0 0 287 Pk Hr Factor 0.729 0.889 0.000 0.000 0.851 0.811 0.928 0.000 0.000 0.886 VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Jackson Ave N/O Garvalia Ave 21:30 21:45 22:00 Total 2,547 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 2,547 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 145 of 206 Project #:CA22_020329_014 City:Rosemead Location:Date:11/17/2022Jackson Ave N/O Garvalia Ave Prepared by National Data & Surveying Services 0 20 40 60 80 100 120 140 160 180 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 146 of 206 Day:City:Rosemead Date:Project #:CA22_020329_015 NB SB EB WB 0 0 6,491 7,796 AM Period NB SB EB WB NB SB EB WB 00:00 18 19 37 73 102 175 00:15 8 16 24 81 129 210 00:30 16 16 32 81 113 194 00:45 7 49 24 75 31 124 95 330 136 480 231 810 01:00 5 14 19 92 117 209 01:15 11 26 37 81 104 185 01:30 11 25 36 109 117 226 01:45 7 34 10 75 17 109 89 371 112 450 201 821 02:00 10 16 26 99 90 189 02:15 8 7 15 93 125 218 02:30 5 13 18 109 116 225 02:45 6 29 7 43 13 72 116 417 123 454 239 871 03:00 8 7 15 107 119 226 03:15 8 10 18 112 135 247 03:30 10 17 27 91 152 243 03:45 18 44 8 42 26 86 119 429 161 567 280 996 04:00 10 13 23 102 144 246 04:15 10 20 30 122 148 270 04:30 18 29 47 111 146 257 04:45 28 66 27 89 55 155 141 476 197 635 338 1111 05:00 28 36 64 108 185 293 05:15 26 43 69 126 206 332 05:30 29 54 83 105 144 249 05:45 47 130 65 198 112 328 109 448 171 706 280 1154 06:00 46 59 105 135 172 307 06:15 49 57 106 104 143 247 06:30 51 65 116 87 117 204 06:45 81 227 72 253 153 480 91 417 128 560 219 977 07:00 77 94 171 87 86 173 07:15 80 89 169 79 93 172 07:30 86 111 197 75 105 180 07:45 121 364 114 408 235 772 68 309 81 365 149 674 08:00 153 98 251 65 70 135 08:15 151 133 284 62 83 145 08:30 134 86 220 45 63 108 08:45 120 558 90 407 210 965 54 226 71 287 125 513 09:00 111 103 214 50 55 105 09:15 112 92 204 50 81 131 09:30 103 92 195 54 55 109 09:45 108 434 85 372 193 806 40 194 45 236 85 430 10:00 83 108 191 46 37 83 10:15 98 102 200 39 49 88 10:30 95 97 192 34 46 80 10:45 78 354 100 407 178 761 18 137 30 162 48 299 11:00 98 81 179 25 34 59 11:15 80 115 195 25 21 46 11:30 85 106 191 37 23 60 11:45 89 352 110 412 199 764 9 96 35 113 44 209 TOTALS 2641 2781 5422 3850 5015 8865 SPLIT %48.7%51.3%38.0%43.4%56.6%62.0% NB SB EB WB 0 0 6,491 7,796 AM Peak Hour 07:45 07:30 07:45 16:30 16:30 16:30 AM Pk Volume 559 456 990 486 734 1220 Pk Hr Factor 0.913 0.857 0.871 0.862 0.891 0.902 7 - 9 Volume 0 0 922 815 1737 0 0 924 1341 2265 7 - 9 Peak Hour 07:45 07:30 07:45 16:30 16:30 16:30 7 - 9 Pk Volume 0 0 559 456 990 0 0 486 734 1220 Pk Hr Factor 0.000 0.000 0.913 0.857 0.871 0.000 0.000 0.862 0.891 0.902 VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Loftus Dr W/O Strang Ave 21:30 21:45 22:00 Total 14,287 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 14,287 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 147 of 206 Project #:CA22_020329_015 City:Rosemead Location:Date:11/17/2022Loftus Dr W/O Strang Ave Prepared by NDS/ATD 0 100 200 300 400 500 600 700 800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 148 of 206 Day:City:Rosemead Date:Project #:CA22_020329_016 NB SB EB WB 0 0 6,484 6,468 AM Period NB SB EB WB NB SB EB WB 0:00 14 12 26 99 109 208 0:15 11 11 22 85 106 191 0:30 7 14 21 97 115 212 0:45 15 47 8 45 23 92 93 374 101 431 194 805 1:00 5 8 13 99 104 203 1:15 4 13 17 104 100 204 1:30 3 2 5 93 100 193 1:45 9 21 3 26 12 47 120 416 105 409 225 825 2:00 1 5 6 121 111 232 2:15 9 5 14 116 107 223 2:30 3 3 6 143 124 267 2:45 8 21 1 14 9 35 117 497 111 453 228 950 3:00 4 2 6 123 93 216 3:15 2 2 4 137 96 233 3:30 5 16 21 151 117 268 3:45 9 20 2 22 11 42 136 547 116 422 252 969 4:00 9 0 9 117 124 241 4:15 21 6 27 145 99 244 4:30 16 5 21 118 105 223 4:45 18 64 9 20 27 84 131 511 98 426 229 937 5:00 17 14 31 122 102 224 5:15 19 25 44 130 119 249 5:30 18 39 57 137 92 229 5:45 24 78 31 109 55 187 134 523 123 436 257 959 6:00 11 42 53 129 94 223 6:15 19 64 83 125 93 218 6:30 30 75 105 134 78 212 6:45 30 90 76 257 106 347 115 503 65 330 180 833 7:00 40 91 131 95 82 177 7:15 72 114 186 110 73 183 7:30 74 135 209 80 56 136 7:45 113 299 133 473 246 772 78 363 62 273 140 636 8:00 125 137 262 80 62 142 8:15 140 132 272 82 60 142 8:30 119 108 227 59 55 114 8:45 85 469 143 520 228 989 56 277 44 221 100 498 9:00 73 116 189 49 47 96 9:15 62 98 160 53 49 102 9:30 72 122 194 45 25 70 9:45 81 288 115 451 196 739 57 204 24 145 81 349 10:00 80 114 194 39 22 61 10:15 82 105 187 32 28 60 10:30 82 121 203 27 16 43 10:45 88 332 116 456 204 788 25 123 22 88 47 211 11:00 84 90 174 17 18 35 11:15 96 105 201 20 14 34 11:30 89 79 168 24 10 34 11:45 72 341 109 383 181 724 15 76 16 58 31 134 TOTALS 2070 2776 4846 4414 3692 8106 SPLIT %42.7%57.3%37.4%54.5%45.5%62.6% NB SB EB WB 0 0 6,484 6,468 AM Peak Hour 7:45 7:30 7:45 15:30 15:30 15:30 AM Pk Volume 497 537 1007 549 456 1005 Pk Hr Factor 0.888 0.980 0.926 0.909 0.919 0.938 7 - 9 Volume 0 0 768 993 1761 0 0 1034 862 1896 7 - 9 Peak Hour 7:45 7:30 7:45 17:00 17:00 17:00 7 - 9 Pk Volume 0 0 497 537 1007 0 0 523 436 959 Pk Hr Factor 0.000 0.000 0.888 0.980 0.926 0.000 0.000 0.954 0.886 0.933 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 12,952 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Lower Azusa Rd E/O Sultana Ave 21:30 21:45 22:00 Total 12,952 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 149 of 206 Project #:CA22_020329_016 City:Rosemead Location:Date:11/17/2022Lower Azusa Rd E/O Sultana Ave Prepared by National Data & Surveying Services 0 100 200 300 400 500 600 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 150 of 206 Day:City:Rosemead Date:Project #:CA22_020329_017 NB SB EB WB 0 0 2,742 2,460 AM Period NB SB EB WB NB SB EB WB 0:00 4 8 12 38 40 78 0:15 2 3 5 30 41 71 0:30 5 6 11 44 30 74 0:45 1 12 1 18 2 30 50 162 40 151 90 313 1:00 1 6 7 41 43 84 1:15 4 1 5 41 36 77 1:30 0 3 3 59 31 90 1:45 1 6 2 12 3 18 59 200 39 149 98 349 2:00 1 2 3 57 51 108 2:15 4 1 5 52 45 97 2:30 2 4 6 43 36 79 2:45 2 9 0 7 2 16 49 201 77 209 126 410 3:00 2 0 2 41 44 85 3:15 3 1 4 63 28 91 3:30 2 0 2 57 50 107 3:45 7 14 2 3 9 17 53 214 38 160 91 374 4:00 2 0 2 48 32 80 4:15 5 1 6 49 45 94 4:30 4 2 6 56 49 105 4:45 4 15 2 5 6 20 57 210 57 183 114 393 5:00 9 1 10 54 54 108 5:15 7 1 8 56 52 108 5:30 15 4 19 63 57 120 5:45 6 37 5 11 11 48 78 251 55 218 133 469 6:00 16 10 26 53 64 117 6:15 9 12 21 72 37 109 6:30 14 10 24 50 42 92 6:45 14 53 13 45 27 98 55 230 42 185 97 415 7:00 24 18 42 34 36 70 7:15 21 18 39 40 38 78 7:30 26 31 57 36 20 56 7:45 34 105 39 106 73 211 37 147 26 120 63 267 8:00 30 41 71 23 24 47 8:15 47 44 91 28 22 50 8:30 45 34 79 32 26 58 8:45 52 174 43 162 95 336 29 112 21 93 50 205 9:00 47 47 94 22 20 42 9:15 64 43 107 18 18 36 9:30 43 51 94 17 23 40 9:45 37 191 51 192 88 383 14 71 20 81 34 152 10:00 23 41 64 9 19 28 10:15 25 45 70 9 18 27 10:30 24 27 51 12 9 21 10:45 37 109 27 140 64 249 8 38 7 53 15 91 11:00 34 40 74 14 5 19 11:15 42 32 74 5 6 11 11:30 35 27 62 5 3 8 11:45 40 151 37 136 77 287 6 30 7 21 13 51 TOTALS 876 837 1713 1866 1623 3489 SPLIT %51.1%48.9%32.9%53.5%46.5%67.1% NB SB EB WB 0 0 2,742 2,460 AM Peak Hour 8:30 9:00 8:45 17:30 17:15 17:30 AM Pk Volume 208 192 390 266 228 479 Pk Hr Factor 0.813 0.941 0.911 0.853 0.891 0.900 7 - 9 Volume 0 0 279 268 547 0 0 461 401 862 7 - 9 Peak Hour 8:00 8:00 8:00 17:00 16:45 17:00 7 - 9 Pk Volume 0 0 174 162 336 0 0 251 220 469 Pk Hr Factor 0.000 0.000 0.837 0.920 0.884 0.000 0.000 0.804 0.965 0.882 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 5,202 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Marshall St E/O Earle Ave 21:30 21:45 22:00 Total 5,202 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 151 of 206 Project #:CA22_020329_017 City:Rosemead Location:Date:11/17/2022Marshall St E/O Earle Ave Prepared by National Data & Surveying Services 0 50 100 150 200 250 300 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 152 of 206 Day:City:Rosemead Date:Project #:CA22_020329_018 NB SB EB WB 0 0 4,413 5,019 AM Period NB SB EB WB NB SB EB WB 0:00 3 8 11 83 76 159 0:15 6 4 10 79 70 149 0:30 2 0 2 90 77 167 0:45 3 14 8 20 11 34 77 329 81 304 158 633 1:00 0 0 0 75 76 151 1:15 0 2 2 81 90 171 1:30 4 0 4 72 80 152 1:45 3 7 2 4 5 11 88 316 71 317 159 633 2:00 1 4 5 98 112 210 2:15 9 0 9 92 94 186 2:30 0 1 1 95 103 198 2:45 0 10 1 6 1 16 115 400 147 456 262 856 3:00 5 0 5 98 87 185 3:15 1 0 1 77 90 167 3:30 3 1 4 71 80 151 3:45 1 10 1 2 2 12 102 348 113 370 215 718 4:00 5 2 7 96 108 204 4:15 2 6 8 89 106 195 4:30 3 1 4 80 94 174 4:45 5 15 4 13 9 28 98 363 102 410 200 773 5:00 4 3 7 99 110 209 5:15 12 0 12 102 114 216 5:30 13 15 28 81 78 159 5:45 21 50 12 30 33 80 93 375 91 393 184 768 6:00 9 15 24 108 147 255 6:15 11 16 27 101 123 224 6:30 16 22 38 64 79 143 6:45 13 49 27 80 40 129 59 332 79 428 138 760 7:00 17 18 35 66 80 146 7:15 31 45 76 60 51 111 7:30 58 107 165 51 59 110 7:45 152 258 170 340 322 598 56 233 60 250 116 483 8:00 179 79 258 46 50 96 8:15 75 46 121 45 50 95 8:30 47 85 132 35 52 87 8:45 56 357 74 284 130 641 34 160 55 207 89 367 9:00 41 66 107 38 46 84 9:15 46 62 108 21 38 59 9:30 38 56 94 23 26 49 9:45 56 181 66 250 122 431 14 96 42 152 56 248 10:00 43 68 111 5 37 42 10:15 47 61 108 14 29 43 10:30 37 64 101 10 25 35 10:45 58 185 75 268 133 453 9 38 14 105 23 143 11:00 45 54 99 13 8 21 11:15 62 69 131 7 13 20 11:30 64 92 156 3 17 20 11:45 89 260 68 283 157 543 4 27 9 47 13 74 TOTALS 1396 1580 2976 3017 3439 6456 SPLIT %46.9%53.1%31.6%46.7%53.3%68.4% NB SB EB WB 0 0 4,413 5,019 AM Peak Hour 7:30 7:30 7:30 14:00 14:00 14:00 AM Pk Volume 464 402 866 400 456 856 Pk Hr Factor 0.648 0.591 0.672 0.870 0.776 0.817 7 - 9 Volume 0 0 615 624 1239 0 0 738 803 1541 7 - 9 Peak Hour 7:30 7:30 7:30 16:45 16:30 16:30 7 - 9 Pk Volume 0 0 464 402 866 0 0 380 420 799 Pk Hr Factor 0.000 0.000 0.648 0.591 0.672 0.000 0.000 0.931 0.921 0.925 VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Marshall St E/O Dubonnet Ave 21:30 21:45 22:00 Total 9,432 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 9,432 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 153 of 206 Project #:CA22_020329_018 City:Rosemead Location:Date:11/17/2022Marshall St E/O Dubonnet Ave Prepared by National Data & Surveying Services 0 50 100 150 200 250 300 350 400 450 500 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 154 of 206 Day:City:Rosemead Date:Project #:CA22_020329_019 NB SB EB WB 0 0 5,146 5,303 AM Period NB SB EB WB NB SB EB WB 0:00 4 15 19 91 82 173 0:15 10 6 16 83 90 173 0:30 8 6 14 87 100 187 0:45 9 31 2 29 11 60 84 345 109 381 193 726 1:00 0 5 5 69 92 161 1:15 6 1 7 79 88 167 1:30 2 3 5 85 82 167 1:45 1 9 4 13 5 22 106 339 97 359 203 698 2:00 3 3 6 104 94 198 2:15 4 4 8 74 98 172 2:30 1 3 4 98 112 210 2:45 3 11 1 11 4 22 92 368 113 417 205 785 3:00 3 2 5 90 99 189 3:15 3 0 3 77 91 168 3:30 4 1 5 90 98 188 3:45 2 12 0 3 2 15 110 367 84 372 194 739 4:00 5 6 11 91 102 193 4:15 1 7 8 101 89 190 4:30 2 8 10 123 95 218 4:45 13 21 5 26 18 47 127 442 94 380 221 822 5:00 22 7 29 122 113 235 5:15 13 15 28 126 85 211 5:30 8 7 15 128 116 244 5:45 11 54 11 40 22 94 120 496 117 431 237 927 6:00 21 15 36 127 117 244 6:15 13 19 32 139 89 228 6:30 14 22 36 114 101 215 6:45 19 67 29 85 48 152 123 503 89 396 212 899 7:00 26 39 65 101 87 188 7:15 32 36 68 87 71 158 7:30 42 49 91 80 77 157 7:45 53 153 87 211 140 364 92 360 62 297 154 657 8:00 69 89 158 79 64 143 8:15 59 75 134 68 70 138 8:30 49 90 139 52 61 113 8:45 45 222 73 327 118 549 67 266 68 263 135 529 9:00 64 68 132 56 65 121 9:15 50 74 124 58 53 111 9:30 58 62 120 37 51 88 9:45 57 229 86 290 143 519 28 179 44 213 72 392 10:00 68 63 131 37 61 98 10:15 55 65 120 30 33 63 10:30 46 62 108 18 22 40 10:45 51 220 82 272 133 492 21 106 31 147 52 253 11:00 74 73 147 16 11 27 11:15 55 67 122 15 13 28 11:30 78 75 153 14 18 32 11:45 84 291 73 288 157 579 10 55 10 52 20 107 TOTALS 1320 1595 2915 3826 3708 7534 SPLIT %45.3%54.7%27.9%50.8%49.2%72.1% NB SB EB WB 0 0 5,146 5,303 AM Peak Hour 11:45 11:45 11:45 17:30 17:30 17:30 AM Pk Volume 345 345 690 514 439 953 Pk Hr Factor 0.948 0.863 0.922 0.924 0.938 0.976 7 - 9 Volume 0 0 375 538 913 0 0 938 811 1749 7 - 9 Peak Hour 7:45 7:45 7:45 16:45 17:00 17:00 7 - 9 Pk Volume 0 0 230 341 571 0 0 503 431 927 Pk Hr Factor 0.000 0.000 0.833 0.947 0.903 0.000 0.000 0.982 0.921 0.950 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 10,449 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Marshall St W/O Hart Ave 21:30 21:45 22:00 Total 10,449 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 155 of 206 Project #:CA22_020329_019 City:Rosemead Location:Date:11/17/2022Marshall St W/O Hart Ave Prepared by National Data & Surveying Services 0 100 200 300 400 500 600 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 156 of 206 Day:City:Rosemead Date:Project #:CA22_020329_020 NB SB EB WB 0 0 3,559 2,558 AM Period NB SB EB WB NB SB EB WB 0:00 4 2 6 70 44 114 0:15 6 1 7 51 61 112 0:30 1 0 1 70 44 114 0:45 3 14 3 6 6 20 49 240 45 194 94 434 1:00 4 2 6 61 38 99 1:15 2 0 2 61 38 99 1:30 1 0 1 55 37 92 1:45 1 8 0 2 1 10 72 249 54 167 126 416 2:00 2 2 4 75 36 111 2:15 0 0 0 69 53 122 2:30 2 0 2 66 50 116 2:45 0 4 0 2 0 6 50 260 53 192 103 452 3:00 1 1 2 62 61 123 3:15 0 1 1 67 52 119 3:30 2 1 3 70 58 128 3:45 2 5 1 4 3 9 83 282 50 221 133 503 4:00 2 3 5 75 46 121 4:15 1 0 1 77 47 124 4:30 2 2 4 69 59 128 4:45 2 7 7 12 9 19 95 316 43 195 138 511 5:00 6 4 10 89 59 148 5:15 3 4 7 89 47 136 5:30 5 3 8 107 48 155 5:45 2 16 4 15 6 31 85 370 58 212 143 582 6:00 5 9 14 89 72 161 6:15 6 12 18 87 46 133 6:30 5 12 17 95 46 141 6:45 5 21 16 49 21 70 85 356 47 211 132 567 7:00 17 21 38 68 38 106 7:15 24 14 38 63 29 92 7:30 24 27 51 57 23 80 7:45 40 105 32 94 72 199 58 246 19 109 77 355 8:00 37 64 101 54 24 78 8:15 21 46 67 51 22 73 8:30 24 57 81 63 34 97 8:45 26 108 47 214 73 322 34 202 22 102 56 304 9:00 33 41 74 38 16 54 9:15 34 50 84 31 23 54 9:30 37 15 52 32 14 46 9:45 35 139 50 156 85 295 34 135 16 69 50 204 10:00 38 39 77 27 10 37 10:15 27 31 58 30 9 39 10:30 28 32 60 16 4 20 10:45 35 128 40 142 75 270 15 88 3 26 18 114 11:00 52 35 87 16 6 22 11:15 32 41 73 13 4 17 11:30 63 36 99 8 6 14 11:45 66 213 33 145 99 358 10 47 3 19 13 66 TOTALS 768 841 1609 2791 1717 4508 SPLIT %47.7%52.3%26.3%61.9%38.1%73.7% NB SB EB WB 0 0 3,559 2,558 AM Peak Hour 11:45 8:00 11:45 16:45 17:15 17:15 AM Pk Volume 257 214 439 380 225 595 Pk Hr Factor 0.918 0.836 0.963 0.888 0.781 0.924 7 - 9 Volume 0 0 213 308 521 0 0 686 407 1093 7 - 9 Peak Hour 7:15 8:00 8:00 16:45 17:00 17:00 7 - 9 Pk Volume 0 0 125 214 322 0 0 380 212 582 Pk Hr Factor 0.000 0.000 0.781 0.836 0.797 0.000 0.000 0.888 0.898 0.939 VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Marshall St E/O Claudia Cir 21:30 21:45 22:00 Total 6,117 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 6,117 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 157 of 206 Project #:CA22_020329_020 City:Rosemead Location:Date:11/17/2022Marshall St E/O Claudia Cir Prepared by National Data & Surveying Services 0 50 100 150 200 250 300 350 400 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 158 of 206 Day:City:Rosemead Date:Project #:CA22_020329_021 NB SB EB WB 0 0 7,762 8,362 AM Period NB SB EB WB NB SB EB WB 0:00 11 8 19 97 136 233 0:15 6 11 17 109 114 223 0:30 7 6 13 101 132 233 0:45 7 31 6 31 13 62 100 407 109 491 209 898 1:00 7 3 10 117 113 230 1:15 7 6 13 105 112 217 1:30 5 2 7 116 111 227 1:45 4 23 5 16 9 39 124 462 132 468 256 930 2:00 3 1 4 143 139 282 2:15 1 3 4 154 144 298 2:30 2 1 3 164 171 335 2:45 3 9 1 6 4 15 163 624 145 599 308 1223 3:00 4 0 4 185 136 321 3:15 3 3 6 178 143 321 3:30 2 5 7 201 158 359 3:45 4 13 3 11 7 24 198 762 140 577 338 1339 4:00 3 3 6 187 140 327 4:15 5 1 6 208 126 334 4:30 7 11 18 182 136 318 4:45 12 27 9 24 21 51 209 786 152 554 361 1340 5:00 10 15 25 210 168 378 5:15 10 15 25 208 165 373 5:30 16 27 43 183 151 334 5:45 25 61 36 93 61 154 215 816 150 634 365 1450 6:00 23 35 58 184 148 332 6:15 21 60 81 197 155 352 6:30 38 90 128 183 126 309 6:45 43 125 112 297 155 422 144 708 101 530 245 1238 7:00 40 114 154 123 102 225 7:15 70 145 215 99 89 188 7:30 117 227 344 88 89 177 7:45 140 367 260 746 400 1113 73 383 67 347 140 730 8:00 150 199 349 86 68 154 8:15 136 216 352 49 73 122 8:30 135 168 303 50 65 115 8:45 93 514 187 770 280 1284 43 228 50 256 93 484 9:00 90 162 252 44 53 97 9:15 80 168 248 44 38 82 9:30 79 146 225 40 46 86 9:45 80 329 124 600 204 929 56 184 37 174 93 358 10:00 85 123 208 26 31 57 10:15 76 101 177 34 44 78 10:30 89 114 203 33 35 68 10:45 84 334 125 463 209 797 19 112 31 141 50 253 11:00 92 105 197 23 23 46 11:15 86 100 186 9 16 25 11:30 111 135 246 18 13 31 11:45 104 393 127 467 231 860 14 64 15 67 29 131 TOTALS 2226 3524 5750 5536 4838 10374 SPLIT %38.7%61.3%35.7%53.4%46.6%64.3% NB SB EB WB 0 0 7,762 8,362 AM Peak Hour 7:45 7:30 7:30 17:00 16:45 17:00 AM Pk Volume 561 902 1445 816 636 1450 Pk Hr Factor 0.935 0.867 0.903 0.949 0.946 0.959 7 - 9 Volume 0 0 881 1516 2397 0 0 1602 1188 2790 7 - 9 Peak Hour 7:45 7:30 7:30 17:00 16:45 17:00 7 - 9 Pk Volume 0 0 561 902 1445 0 0 816 636 1450 Pk Hr Factor 0.000 0.000 0.935 0.867 0.903 0.000 0.000 0.949 0.946 0.959 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 16,124 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Mission Dr W/O Halkett Ave 21:30 21:45 22:00 Total 16,124 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 11/10/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 159 of 206 Project #:CA22_020329_021 City:Rosemead Location:Date:11/10/2022Mission Dr W/O Halkett Ave Prepared by National Data & Surveying Services 0 100 200 300 400 500 600 700 800 900 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 160 of 206 Day:City:Rosemead Date:Project #:CA22_020329_022 NB SB EB WB 0 0 8,418 8,404 AM Period NB SB EB WB NB SB EB WB 0:00 8 10 18 108 135 243 0:15 6 11 17 117 124 241 0:30 8 5 13 114 121 235 0:45 7 29 7 33 14 62 126 465 114 494 240 959 1:00 3 9 12 122 119 241 1:15 9 6 15 128 122 250 1:30 4 2 6 128 117 245 1:45 8 24 6 23 14 47 127 505 130 488 257 993 2:00 4 2 6 146 128 274 2:15 1 2 3 172 135 307 2:30 3 2 5 177 168 345 2:45 3 11 0 6 3 17 200 695 139 570 339 1265 3:00 3 2 5 184 143 327 3:15 2 4 6 168 120 288 3:30 3 6 9 180 168 348 3:45 5 13 2 14 7 27 199 731 142 573 341 1304 4:00 5 3 8 188 149 337 4:15 3 3 6 188 132 320 4:30 8 11 19 190 136 326 4:45 13 29 12 29 25 58 185 751 141 558 326 1309 5:00 11 14 25 209 165 374 5:15 13 20 33 251 153 404 5:30 18 26 44 232 150 382 5:45 17 59 40 100 57 159 242 934 161 629 403 1563 6:00 31 35 66 191 162 353 6:15 21 52 73 207 147 354 6:30 45 85 130 189 120 309 6:45 52 149 92 264 144 413 139 726 123 552 262 1278 7:00 50 104 154 135 110 245 7:15 102 163 265 101 102 203 7:30 141 224 365 99 87 186 7:45 168 461 233 724 401 1185 75 410 62 361 137 771 8:00 179 193 372 95 74 169 8:15 160 204 364 53 99 152 8:30 141 172 313 66 68 134 8:45 103 583 188 757 291 1340 59 273 61 302 120 575 9:00 105 131 236 59 61 120 9:15 83 164 247 46 43 89 9:30 91 142 233 42 41 83 9:45 95 374 132 569 227 943 56 203 43 188 99 391 10:00 97 126 223 29 41 70 10:15 86 89 175 33 41 74 10:30 114 114 228 32 40 72 10:45 96 393 128 457 224 850 21 115 27 149 48 264 11:00 85 110 195 21 28 49 11:15 95 96 191 18 18 36 11:30 121 135 256 20 24 44 11:45 109 410 132 473 241 883 16 75 21 91 37 166 TOTALS 2535 3449 5984 5883 4955 10838 SPLIT %42.4%57.6%35.6%54.3%45.7%64.4% NB SB EB WB 0 0 8,418 8,404 AM Peak Hour 7:30 7:30 7:30 17:00 17:00 17:00 AM Pk Volume 648 854 1502 934 629 1563 Pk Hr Factor 0.905 0.916 0.936 0.930 0.953 0.967 7 - 9 Volume 0 0 1044 1481 2525 0 0 1685 1187 2872 7 - 9 Peak Hour 7:30 7:30 7:30 17:00 17:00 17:00 7 - 9 Pk Volume 0 0 648 854 1502 0 0 934 629 1563 Pk Hr Factor 0.000 0.000 0.905 0.916 0.936 0.000 0.000 0.930 0.953 0.967 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 16,822 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Mission Dr E/O Pistache Ln 21:30 21:45 22:00 Total 16,822 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 11/10/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 161 of 206 Project #:CA22_020329_022 City:Rosemead Location:Date:11/10/2022Mission Dr E/O Pistache Ln Prepared by National Data & Surveying Services 0 100 200 300 400 500 600 700 800 900 1000 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 162 of 206 Day:City:Rosemead Date:Project #:CA22_020329_023 NB SB EB WB 0 0 6,695 6,326 AM Period NB SB EB WB NB SB EB WB 0:00 8 4 12 90 79 169 0:15 9 9 18 93 70 163 0:30 5 6 11 101 76 177 0:45 8 30 4 23 12 53 96 380 61 286 157 666 1:00 10 3 13 71 62 133 1:15 4 6 10 89 70 159 1:30 4 3 7 110 84 194 1:45 7 25 1 13 8 38 101 371 96 312 197 683 2:00 4 1 5 124 102 226 2:15 1 4 5 125 133 258 2:30 4 1 5 188 114 302 2:45 4 13 0 6 4 19 159 596 91 440 250 1036 3:00 1 0 1 138 112 250 3:15 2 0 2 130 118 248 3:30 0 1 1 195 136 331 3:45 4 7 2 3 6 10 163 626 113 479 276 1105 4:00 3 5 8 130 92 222 4:15 8 3 11 142 90 232 4:30 6 14 20 153 99 252 4:45 8 25 8 30 16 55 128 553 106 387 234 940 5:00 5 6 11 152 136 288 5:15 15 17 32 194 108 302 5:30 11 21 32 187 123 310 5:45 14 45 22 66 36 111 197 730 146 513 343 1243 6:00 10 28 38 188 123 311 6:15 19 33 52 162 113 275 6:30 25 63 88 147 92 239 6:45 27 81 55 179 82 260 99 596 68 396 167 992 7:00 30 104 134 105 79 184 7:15 88 193 281 83 44 127 7:30 81 199 280 77 45 122 7:45 129 328 211 707 340 1035 85 350 50 218 135 568 8:00 140 292 432 93 50 143 8:15 142 252 394 70 46 116 8:30 86 136 222 57 40 97 8:45 65 433 135 815 200 1248 53 273 44 180 97 453 9:00 71 107 178 50 34 84 9:15 71 112 183 39 24 63 9:30 65 94 159 39 28 67 9:45 66 273 85 398 151 671 57 185 32 118 89 303 10:00 64 86 150 26 24 50 10:15 62 63 125 30 24 54 10:30 84 87 171 26 18 44 10:45 81 291 94 330 175 621 20 102 17 83 37 185 11:00 64 78 142 23 15 38 11:15 79 80 159 22 7 29 11:30 66 70 136 18 9 27 11:45 90 299 78 306 168 605 20 83 7 38 27 121 TOTALS 1850 2876 4726 4845 3450 8295 SPLIT %39.1%60.9%36.3%58.4%41.6%63.7% NB SB EB WB 0 0 6,695 6,326 AM Peak Hour 7:45 7:30 7:30 17:15 17:00 17:15 AM Pk Volume 497 954 1446 766 513 1266 Pk Hr Factor 0.875 0.817 0.837 0.972 0.878 0.923 7 - 9 Volume 0 0 761 1522 2283 0 0 1283 900 2183 7 - 9 Peak Hour 7:45 7:30 7:30 17:00 17:00 17:00 7 - 9 Pk Volume 0 0 497 954 1446 0 0 730 513 1243 Pk Hr Factor 0.000 0.000 0.875 0.817 0.837 0.000 0.000 0.926 0.878 0.906 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 13,021 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Mission Dr E/O Loma Ave 21:30 21:45 22:00 Total 13,021 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 11/10/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 163 of 206 Project #:CA22_020329_023 City:Rosemead Location:Date:11/10/2022Mission Dr E/O Loma Ave Prepared by National Data & Surveying Services 0 100 200 300 400 500 600 700 800 900 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 164 of 206 Day:City:Rosemead Date:Project #:CA22_020329_024 NB SB EB WB 3,031 3,111 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 4 2 6 41 36 77 0:15 4 1 5 46 45 91 0:30 1 1 2 39 48 87 0:45 1 10 2 6 3 16 50 176 34 163 84 339 1:00 2 1 3 46 27 73 1:15 5 0 5 38 32 70 1:30 1 3 4 43 43 86 1:45 2 10 1 5 3 15 44 171 34 136 78 307 2:00 2 1 3 50 42 92 2:15 0 1 1 57 62 119 2:30 0 1 1 81 76 157 2:45 1 3 0 3 1 6 68 256 75 255 143 511 3:00 0 0 0 52 57 109 3:15 0 0 0 48 45 93 3:30 0 0 0 65 69 134 3:45 0 3 3 3 3 65 230 108 279 173 509 4:00 0 0 0 72 112 184 4:15 1 3 4 64 99 163 4:30 2 4 6 64 70 134 4:45 0 3 1 8 1 11 55 255 60 341 115 596 5:00 3 7 10 71 61 132 5:15 2 5 7 70 69 139 5:30 4 8 12 70 91 161 5:45 6 15 8 28 14 43 66 277 65 286 131 563 6:00 3 11 14 72 56 128 6:15 7 13 20 78 78 156 6:30 9 10 19 56 69 125 6:45 12 31 19 53 31 84 52 258 47 250 99 508 7:00 19 26 45 46 21 67 7:15 25 34 59 31 30 61 7:30 66 53 119 35 35 70 7:45 128 238 69 182 197 420 26 138 23 109 49 247 8:00 91 87 178 21 10 31 8:15 65 71 136 31 24 55 8:30 61 85 146 29 17 46 8:45 47 264 67 310 114 574 13 94 20 71 33 165 9:00 35 57 92 21 14 35 9:15 33 54 87 19 11 30 9:30 47 58 105 16 8 24 9:45 27 142 38 207 65 349 14 70 17 50 31 120 10:00 45 43 88 14 15 29 10:15 44 30 74 15 7 22 10:30 28 34 62 8 8 16 10:45 45 162 43 150 88 312 5 42 8 38 13 80 11:00 38 38 76 7 2 9 11:15 33 36 69 10 2 12 11:30 40 51 91 2 4 6 11:45 51 162 43 168 94 330 5 24 2 10 7 34 TOTALS 1040 1123 2163 1991 1988 3979 SPLIT %48.1%51.9%35.2%50.0%50.0%64.8% NB SB EB WB 3,031 3,111 0 0 AM Peak Hour 7:30 7:45 7:45 17:30 15:45 15:30 AM Pk Volume 350 312 657 286 389 654 Pk Hr Factor 0.684 0.897 0.834 0.917 0.868 0.889 7 - 9 Volume 502 492 0 0 994 532 627 0 0 1159 7 - 9 Peak Hour 7:30 7:45 7:45 17:00 16:00 16:00 7 - 9 Pk Volume 350 312 0 0 657 277 341 0 0 596 Pk Hr Factor 0.684 0.897 0.000 0.000 0.834 0.975 0.761 0.000 0.000 0.810 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 6,142 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Muscatel Ave S/O Hovey St 21:30 21:45 22:00 Total 6,142 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 165 of 206 Project #:CA22_020329_024 City:Rosemead Location:Date:11/17/2022Muscatel Ave S/O Hovey St Prepared by National Data & Surveying Services 0 50 100 150 200 250 300 350 400 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 166 of 206 Day:City:Rosemead Date:Project #:CA22_020329_025 NB SB EB WB 6,088 5,923 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 10 18 28 95 72 167 0:15 5 16 21 106 60 166 0:30 3 13 16 102 88 190 0:45 8 26 8 55 16 81 83 386 85 305 168 691 1:00 5 11 16 88 105 193 1:15 5 12 17 87 103 190 1:30 3 8 11 93 94 187 1:45 3 16 7 38 10 54 78 346 100 402 178 748 2:00 7 16 23 84 115 199 2:15 5 6 11 83 113 196 2:30 9 7 16 150 121 271 2:45 5 26 7 36 12 62 130 447 121 470 251 917 3:00 3 5 8 82 105 187 3:15 4 4 8 96 80 176 3:30 3 5 8 113 124 237 3:45 6 16 1 15 7 31 85 376 127 436 212 812 4:00 9 2 11 90 117 207 4:15 6 4 10 133 102 235 4:30 11 7 18 111 128 239 4:45 15 41 5 18 20 59 88 422 109 456 197 878 5:00 18 7 25 131 118 249 5:15 34 6 40 118 131 249 5:30 20 9 29 140 160 300 5:45 37 109 6 28 43 137 111 500 140 549 251 1049 6:00 29 7 36 115 153 268 6:15 31 17 48 90 106 196 6:30 55 30 85 70 97 167 6:45 60 175 18 72 78 247 81 356 97 453 178 809 7:00 87 25 112 64 83 147 7:15 99 48 147 71 77 148 7:30 123 73 196 42 75 117 7:45 155 464 115 261 270 725 48 225 57 292 105 517 8:00 155 133 288 54 80 134 8:15 155 100 255 52 84 136 8:30 123 78 201 43 68 111 8:45 110 543 79 390 189 933 41 190 68 300 109 490 9:00 108 66 174 39 61 100 9:15 100 56 156 29 63 92 9:30 91 53 144 30 62 92 9:45 101 400 98 273 199 673 27 125 64 250 91 375 10:00 117 55 172 26 45 71 10:15 80 47 127 31 58 89 10:30 94 67 161 35 43 78 10:45 88 379 71 240 159 619 23 115 36 182 59 297 11:00 85 91 176 29 33 62 11:15 80 71 151 13 33 46 11:30 95 64 159 13 24 37 11:45 77 337 71 297 148 634 13 68 15 105 28 173 TOTALS 2532 1723 4255 3556 4200 7756 SPLIT %59.5%40.5%35.4%45.8%54.2%64.6% NB SB EB WB 6,088 5,923 0 0 AM Peak Hour 7:30 7:45 7:45 17:00 17:15 17:15 AM Pk Volume 588 426 1014 500 584 1068 Pk Hr Factor 0.948 0.801 0.880 0.893 0.913 0.890 7 - 9 Volume 1007 651 0 0 1658 922 1005 0 0 1927 7 - 9 Peak Hour 7:30 7:45 7:45 17:00 17:00 17:00 7 - 9 Pk Volume 588 426 0 0 1014 500 549 0 0 1049 Pk Hr Factor 0.948 0.801 0.000 0.000 0.880 0.893 0.858 0.000 0.000 0.874 VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 New Ave N/O Egley Ave 21:30 21:45 22:00 Total 12,011 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 12,011 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 167 of 206 Project #:CA22_020329_025 City:Rosemead Location:Date:11/17/2022New Ave N/O Egley Ave Prepared by National Data & Surveying Services 0 100 200 300 400 500 600 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 168 of 206 Day:City:Rosemead Date:Project #:CA22_020329_026 NB SB EB WB 0 0 2,326 2,211 AM Period NB SB EB WB NB SB EB WB 00:00 7 1 8 34 37 71 00:15 11 5 16 32 33 65 00:30 4 2 6 22 28 50 00:45 6 28 1 9 7 37 25 113 29 127 54 240 01:00 3 3 6 27 24 51 01:15 3 3 6 39 27 66 01:30 1 0 1 31 33 64 01:45 1 8 1 7 2 15 39 136 38 122 77 258 02:00 0 3 3 48 44 92 02:15 2 4 6 39 33 72 02:30 6 3 9 51 39 90 02:45 2 10 3 13 5 23 53 191 37 153 90 344 03:00 1 1 2 44 21 65 03:15 3 1 4 29 34 63 03:30 2 4 6 53 36 89 03:45 2 8 1 7 3 15 51 177 34 125 85 302 04:00 4 1 5 39 27 66 04:15 4 8 12 50 35 85 04:30 4 12 16 49 30 79 04:45 5 17 9 30 14 47 45 183 46 138 91 321 05:00 1 5 6 45 30 75 05:15 1 10 11 35 39 74 05:30 2 12 14 63 45 108 05:45 3 7 14 41 17 48 56 199 46 160 102 359 06:00 8 15 23 55 30 85 06:15 6 11 17 47 29 76 06:30 5 10 15 59 23 82 06:45 13 32 24 60 37 92 43 204 24 106 67 310 07:00 16 25 41 50 19 69 07:15 17 47 64 44 23 67 07:30 19 49 68 13 21 34 07:45 18 70 55 176 73 246 23 130 13 76 36 206 08:00 30 54 84 22 14 36 08:15 37 63 100 30 15 45 08:30 43 34 77 50 21 71 08:45 41 151 71 222 112 373 32 134 14 64 46 198 09:00 31 56 87 25 16 41 09:15 36 70 106 29 14 43 09:30 36 44 80 18 15 33 09:45 20 123 45 215 65 338 24 96 10 55 34 151 10:00 27 39 66 30 7 37 10:15 29 39 68 26 1 27 10:30 17 33 50 18 7 25 10:45 21 94 39 150 60 244 8 82 5 20 13 102 11:00 25 30 55 5 3 8 11:15 23 37 60 8 1 9 11:30 23 25 48 6 1 7 11:45 38 109 36 128 74 237 5 24 2 7 7 31 TOTALS 657 1058 1715 1669 1153 2822 SPLIT %38.3%61.7%37.8%59.1%40.9%62.2% NB SB EB WB 0 0 2,326 2,211 AM Peak Hour 08:15 08:45 08:45 17:30 16:45 17:30 AM Pk Volume 152 241 385 221 160 371 Pk Hr Factor 0.884 0.849 0.859 0.877 0.870 0.859 7 - 9 Volume 0 0 221 398 619 0 0 382 298 680 7 - 9 Peak Hour 08:00 08:00 08:00 17:00 16:45 17:00 7 - 9 Pk Volume 0 0 151 222 373 0 0 199 160 359 Pk Hr Factor 0.000 0.000 0.878 0.782 0.833 0.000 0.000 0.790 0.870 0.831 VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Ramona Blvd W/O Bartlett Ave 21:30 21:45 22:00 Total 4,537 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 4,537 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 169 of 206 Project #:CA22_020329_026 City:Rosemead Location:Date:11/17/2022Ramona Blvd W/O Bartlett Ave Prepared by NDS/ATD 0 50 100 150 200 250 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 170 of 206 Day:City:Rosemead Date:Project #:CA22_020329_027 NB SB EB WB 2,991 2,772 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 1 1 2 55 36 91 0:15 1 1 2 47 49 96 0:30 0 0 0 69 51 120 0:45 0 2 1 3 1 5 51 222 40 176 91 398 1:00 0 0 0 49 44 93 1:15 0 0 0 44 51 95 1:30 0 0 0 61 50 111 1:45 0 1 1 1 1 58 212 60 205 118 417 2:00 1 2 3 61 61 122 2:15 0 0 0 58 66 124 2:30 0 0 0 55 59 114 2:45 0 1 0 2 0 3 61 235 52 238 113 473 3:00 1 1 2 63 48 111 3:15 0 0 0 72 55 127 3:30 0 0 0 79 51 130 3:45 1 2 0 1 1 3 70 284 58 212 128 496 4:00 0 0 0 69 44 113 4:15 0 2 2 52 43 95 4:30 3 1 4 54 46 100 4:45 4 7 8 11 12 18 58 233 49 182 107 415 5:00 4 6 10 66 52 118 5:15 3 8 11 68 48 116 5:30 3 9 12 77 41 118 5:45 5 15 7 30 12 45 73 284 59 200 132 484 6:00 6 6 12 57 50 107 6:15 5 15 20 62 55 117 6:30 7 17 24 48 48 96 6:45 13 31 24 62 37 93 47 214 55 208 102 422 7:00 16 22 38 44 43 87 7:15 27 44 71 46 39 85 7:30 36 51 87 45 44 89 7:45 46 125 72 189 118 314 30 165 29 155 59 320 8:00 47 69 116 33 25 58 8:15 44 80 124 41 35 76 8:30 45 41 86 46 40 86 8:45 40 176 48 238 88 414 30 150 25 125 55 275 9:00 30 31 61 29 29 58 9:15 25 28 53 22 16 38 9:30 44 27 71 24 16 40 9:45 44 143 30 116 74 259 18 93 15 76 33 169 10:00 35 29 64 16 13 29 10:15 46 30 76 11 9 20 10:30 35 35 70 7 7 14 10:45 31 147 41 135 72 282 8 42 6 35 14 77 11:00 40 32 72 12 10 22 11:15 42 38 80 7 5 12 11:30 50 33 83 5 6 11 11:45 48 180 44 147 92 327 4 28 4 25 8 53 TOTALS 829 935 1764 2162 1837 3999 SPLIT %47.0%53.0%30.6%54.1%45.9%69.4% NB SB EB WB 2,991 2,772 0 0 AM Peak Hour 11:45 7:30 7:30 15:15 13:45 15:15 AM Pk Volume 219 272 445 290 246 498 Pk Hr Factor 0.793 0.850 0.897 0.918 0.932 0.958 7 - 9 Volume 301 427 0 0 728 517 382 0 0 899 7 - 9 Peak Hour 7:45 7:30 7:30 17:00 17:00 17:00 7 - 9 Pk Volume 182 272 0 0 445 284 200 0 0 484 Pk Hr Factor 0.968 0.850 0.000 0.000 0.897 0.922 0.847 0.000 0.000 0.917 VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Rio Hondo Ave S/O Ralph St 21:30 21:45 22:00 Total 5,763 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 5,763 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 171 of 206 Project #:CA22_020329_027 City:Rosemead Location:Date:11/17/2022Rio Hondo Ave S/O Ralph St Prepared by National Data & Surveying Services 0 50 100 150 200 250 300 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 172 of 206 Day:City:Rosemead Date:Project #:CA22_020329_028 NB SB EB WB 929 735 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 0 0 0 14 9 23 00:15 1 1 2 18 10 28 00:30 2 0 2 14 9 23 00:45 1 4 2 3 3 7 7 53 10 38 17 91 01:00 0 0 0 19 12 31 01:15 1 1 2 10 13 23 01:30 0 2 2 17 13 30 01:45 1 2 0 3 1 5 24 70 12 50 36 120 02:00 2 1 3 10 10 20 02:15 2 1 3 12 8 20 02:30 1 0 1 11 9 20 02:45 0 5 1 3 1 8 20 53 10 37 30 90 03:00 3 1 4 22 8 30 03:15 1 2 3 16 11 27 03:30 0 1 1 19 9 28 03:45 3 7 0 4 3 11 19 76 11 39 30 115 04:00 1 0 1 17 9 26 04:15 1 0 1 23 10 33 04:30 2 2 4 26 13 39 04:45 2 6 0 2 2 8 19 85 10 42 29 127 05:00 1 2 3 19 9 28 05:15 2 2 4 16 13 29 05:30 4 3 7 18 8 26 05:45 1 8 8 15 9 23 14 67 12 42 26 109 06:00 3 7 10 12 8 20 06:15 2 9 11 13 10 23 06:30 1 12 13 6 8 14 06:45 4 10 9 37 13 47 9 40 10 36 19 76 07:00 9 7 16 16 9 25 07:15 13 9 22 5 7 12 07:30 24 21 45 4 10 14 07:45 33 79 24 61 57 140 3 28 7 33 10 61 08:00 15 22 37 5 5 10 08:15 25 18 43 10 6 16 08:30 17 22 39 7 5 12 08:45 14 71 20 82 34 153 10 32 8 24 18 56 09:00 8 15 23 7 6 13 09:15 12 10 22 11 5 16 09:30 17 22 39 9 13 22 09:45 15 52 16 63 31 115 2 29 2 26 4 55 10:00 16 11 27 4 2 6 10:15 15 8 23 7 4 11 10:30 12 9 21 6 3 9 10:45 17 60 10 38 27 98 4 21 2 11 6 32 11:00 15 9 24 2 6 8 11:15 13 8 21 6 3 9 11:30 12 7 19 2 2 4 11:45 18 58 10 34 28 92 3 13 1 12 4 25 TOTALS 362 345 707 567 390 957 SPLIT %51.2%48.8%42.5%59.2%40.8%57.5% NB SB EB WB 929 735 0 0 AM Peak Hour 07:30 07:45 07:30 16:15 13:00 16:15 AM Pk Volume 97 86 182 87 50 129 Pk Hr Factor 0.735 0.896 0.798 0.837 0.962 0.827 7 - 9 Volume 150 143 0 0 293 152 84 0 0 236 7 - 9 Peak Hour 07:30 07:45 07:30 16:15 16:30 16:15 7 - 9 Pk Volume 97 86 0 0 182 87 45 0 0 129 Pk Hr Factor 0.735 0.896 0.000 0.000 0.798 0.837 0.865 0.000 0.000 0.827 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 1,664 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Rosemead Pl N/O Whitmore St 21:30 21:45 22:00 Total 1,664 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 173 of 206 Project #:CA22_020329_028 City:Rosemead Location:Date:11/17/2022Rosemead Pl N/O Whitmore St Prepared by NDS/ATD 0 10 20 30 40 50 60 70 80 90 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 174 of 206 Day:City:Rosemead Date:Project #:CA22_020329_029 NB SB EB WB 0 0 5,590 4,920 AM Period NB SB EB WB NB SB EB WB 00:00 8 5 13 101 79 180 00:15 4 3 7 125 84 209 00:30 4 2 6 110 81 191 00:45 4 20 1 11 5 31 110 446 80 324 190 770 01:00 6 7 13 124 75 199 01:15 3 2 5 114 77 191 01:30 5 1 6 87 86 173 01:45 3 17 2 12 5 29 112 437 99 337 211 774 02:00 2 2 4 105 85 190 02:15 5 0 5 109 92 201 02:30 2 3 5 107 113 220 02:45 1 10 0 5 1 15 107 428 86 376 193 804 03:00 2 1 3 107 113 220 03:15 3 1 4 90 105 195 03:30 1 0 1 95 101 196 03:45 2 8 3 5 5 13 88 380 91 410 179 790 04:00 9 1 10 104 98 202 04:15 3 2 5 116 109 225 04:30 2 1 3 97 92 189 04:45 1 15 2 6 3 21 102 419 93 392 195 811 05:00 2 4 6 109 96 205 05:15 9 10 19 122 98 220 05:30 6 15 21 150 105 255 05:45 5 22 10 39 15 61 118 499 97 396 215 895 06:00 11 16 27 111 110 221 06:15 9 21 30 100 84 184 06:30 13 18 31 111 79 190 06:45 16 49 38 93 54 142 93 415 66 339 159 754 07:00 21 51 72 102 67 169 07:15 31 61 92 68 65 133 07:30 48 88 136 99 58 157 07:45 69 169 125 325 194 494 71 340 60 250 131 590 08:00 94 122 216 92 61 153 08:15 73 89 162 65 59 124 08:30 69 67 136 68 42 110 08:45 61 297 61 339 122 636 67 292 48 210 115 502 09:00 78 75 153 58 49 107 09:15 85 68 153 60 31 91 09:30 68 61 129 51 23 74 09:45 75 306 63 267 138 573 39 208 18 121 57 329 10:00 69 58 127 42 31 73 10:15 76 64 140 30 22 52 10:30 91 66 157 25 12 37 10:45 72 308 63 251 135 559 10 107 14 79 24 186 11:00 94 75 169 18 12 30 11:15 82 70 152 15 19 34 11:30 90 77 167 6 7 13 11:45 86 352 67 289 153 641 7 46 6 44 13 90 TOTALS 1573 1642 3215 4017 3278 7295 SPLIT %48.9%51.1%30.6%55.1%44.9%69.4% NB SB EB WB 0 0 5,590 4,920 AM Peak Hour 11:45 07:30 11:45 17:15 14:30 17:15 AM Pk Volume 422 424 733 501 417 911 Pk Hr Factor 0.844 0.848 0.877 0.835 0.923 0.893 7 - 9 Volume 0 0 466 664 1130 0 0 918 788 1706 7 - 9 Peak Hour 07:45 07:30 07:30 17:00 17:00 17:00 7 - 9 Pk Volume 0 0 305 424 708 0 0 499 396 895 Pk Hr Factor 0.000 0.000 0.811 0.848 0.819 0.000 0.000 0.832 0.943 0.877 VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Rush St E/O Delta St 21:30 21:45 22:00 Total 10,510 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 10,510 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 175 of 206 Project #:CA22_020329_029 City:Rosemead Location:Date:11/17/2022Rush St E/O Delta St Prepared by NDS/ATD 0 100 200 300 400 500 600 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 176 of 206 Day:City:Rosemead Date:Project #:CA22_020329_030 NB SB EB WB 0 0 9,346 11,276 AM Period NB SB EB WB NB SB EB WB 0:00 18 26 44 126 195 321 0:15 8 26 34 85 154 239 0:30 9 22 31 116 188 304 0:45 6 41 17 91 23 132 101 428 195 732 296 1160 1:00 3 23 26 117 177 294 1:15 8 16 24 151 173 324 1:30 10 8 18 128 192 320 1:45 5 26 16 63 21 89 166 562 162 704 328 1266 2:00 6 10 16 146 182 328 2:15 3 6 9 152 157 309 2:30 10 8 18 164 146 310 2:45 5 24 13 37 18 61 178 640 176 661 354 1301 3:00 4 18 22 228 184 412 3:15 5 7 12 259 151 410 3:30 11 10 21 212 166 378 3:45 4 24 11 46 15 70 201 900 190 691 391 1591 4:00 11 5 16 252 170 422 4:15 12 6 18 286 202 488 4:30 23 16 39 237 165 402 4:45 27 73 15 42 42 115 209 984 227 764 436 1748 5:00 33 26 59 249 230 479 5:15 23 21 44 249 252 501 5:30 35 28 63 223 243 466 5:45 44 135 48 123 92 258 209 930 242 967 451 1897 6:00 53 47 100 215 237 452 6:15 62 70 132 229 212 441 6:30 89 91 180 149 221 370 6:45 86 290 123 331 209 621 157 750 228 898 385 1648 7:00 90 202 292 152 139 291 7:15 116 200 316 95 129 224 7:30 149 232 381 93 133 226 7:45 227 582 234 868 461 1450 69 409 130 531 199 940 8:00 176 209 385 66 95 161 8:15 150 138 288 57 111 168 8:30 161 161 322 51 90 141 8:45 144 631 151 659 295 1290 58 232 86 382 144 614 9:00 111 138 249 37 91 128 9:15 115 151 266 47 122 169 9:30 142 178 320 46 91 137 9:45 152 520 179 646 331 1166 28 158 90 394 118 552 10:00 106 172 278 52 80 132 10:15 97 161 258 37 77 114 10:30 96 146 242 33 57 90 10:45 101 400 141 620 242 1020 23 145 40 254 63 399 11:00 98 137 235 29 40 69 11:15 88 163 251 15 32 47 11:30 106 165 271 18 28 46 11:45 94 386 167 632 261 1018 14 76 40 140 54 216 TOTALS 3132 4158 7290 6214 7118 13332 SPLIT %43.0%57.0%35.4%46.6%53.4%64.6% NB SB EB WB 0 0 9,346 11,276 AM Peak Hour 7:45 7:15 7:15 16:00 17:15 17:00 AM Pk Volume 714 875 1543 984 974 1897 Pk Hr Factor 0.786 0.935 0.837 0.860 0.966 0.947 7 - 9 Volume 0 0 1213 1527 2740 0 0 1914 1731 3645 7 - 9 Peak Hour 7:45 7:15 7:15 16:00 17:00 17:00 7 - 9 Pk Volume 0 0 714 875 1543 0 0 984 967 1897 Pk Hr Factor 0.000 0.000 0.786 0.935 0.837 0.000 0.000 0.860 0.959 0.947 VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 San Gabriel Blvd E/O Rose Glen Ave 21:30 21:45 22:00 Total 20,622 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 20,622 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 177 of 206 Project #:CA22_020329_030 City:Rosemead Location:Date:11/17/2022San Gabriel Blvd E/O Rose Glen Ave Prepared by National Data & Surveying Services 0 200 400 600 800 1000 1200 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 178 of 206 Day:City:Rosemead Date:Project #:CA22_020329_031 NB SB EB WB 12,523 12,680 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 28 22 50 149 179 328 00:15 16 26 42 188 194 382 00:30 14 28 42 202 187 389 00:45 21 79 24 100 45 179 191 730 200 760 391 1490 01:00 17 16 33 177 203 380 01:15 10 10 20 186 208 394 01:30 8 9 17 203 192 395 01:45 7 42 10 45 17 87 176 742 255 858 431 1600 02:00 9 7 16 188 176 364 02:15 7 9 16 199 216 415 02:30 10 11 21 208 243 451 02:45 7 33 10 37 17 70 233 828 246 881 479 1709 03:00 10 9 19 185 229 414 03:15 3 4 7 240 230 470 03:30 4 3 7 212 208 420 03:45 12 29 6 22 18 51 196 833 219 886 415 1719 04:00 13 7 20 218 239 457 04:15 7 10 17 261 236 497 04:30 15 6 21 255 205 460 04:45 19 54 17 40 36 94 245 979 259 939 504 1918 05:00 20 21 41 262 275 537 05:15 25 20 45 308 264 572 05:30 33 33 66 322 299 621 05:45 51 129 43 117 94 246 272 1164 258 1096 530 2260 06:00 55 54 109 255 246 501 06:15 91 62 153 233 242 475 06:30 101 75 176 239 217 456 06:45 144 391 109 300 253 691 207 934 199 904 406 1838 07:00 156 149 305 177 177 354 07:15 188 197 385 152 156 308 07:30 204 217 421 162 134 296 07:45 221 769 255 818 476 1587 188 679 133 600 321 1279 08:00 196 247 443 151 128 279 08:15 221 246 467 130 124 254 08:30 217 189 406 122 97 219 08:45 202 836 223 905 425 1741 101 504 102 451 203 955 09:00 183 196 379 89 86 175 09:15 212 164 376 102 110 212 09:30 169 172 341 86 78 164 09:45 150 714 203 735 353 1449 76 353 53 327 129 680 10:00 164 186 350 67 66 133 10:15 158 190 348 70 53 123 10:30 153 186 339 61 54 115 10:45 163 638 181 743 344 1381 48 246 46 219 94 465 11:00 166 167 333 39 23 62 11:15 176 192 368 31 42 73 11:30 170 207 377 27 30 57 11:45 185 697 206 772 391 1469 23 120 30 125 53 245 TOTALS 4411 4634 9045 8112 8046 16158 SPLIT %48.8%51.2%35.9%50.2%49.8%64.1% NB SB EB WB 12,523 12,680 0 0 AM Peak Hour 07:45 07:30 07:30 17:00 16:45 17:00 AM Pk Volume 855 965 1807 1164 1097 2260 Pk Hr Factor 0.967 0.946 0.949 0.904 0.917 0.910 7 - 9 Volume 1605 1723 0 0 3328 2143 2035 0 0 4178 7 - 9 Peak Hour 07:45 07:30 07:30 17:00 16:45 17:00 7 - 9 Pk Volume 855 965 0 0 1807 1164 1097 0 0 2260 Pk Hr Factor 0.967 0.946 0.000 0.000 0.949 0.904 0.917 0.000 0.000 0.910 VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 San Gabriel Blvd S/O Garvalia Ave 21:30 21:45 22:00 Total 25,203 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 25,203 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 179 of 206 Project #:CA22_020329_031 City:Rosemead Location:Date:11/17/2022San Gabriel Blvd S/O Garvalia Ave Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 180 of 206 Day:City:Rosemead Date:Project #:CA22_020329_032 NB SB EB WB 12,047 12,427 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 9 39 48 169 197 366 00:15 6 21 27 200 185 385 00:30 5 22 27 162 186 348 00:45 16 36 18 100 34 136 175 706 191 759 366 1465 01:00 9 18 27 168 202 370 01:15 8 18 26 176 203 379 01:30 6 7 13 176 170 346 01:45 10 33 15 58 25 91 206 726 200 775 406 1501 02:00 7 10 17 201 225 426 02:15 10 9 19 192 180 372 02:30 7 6 13 200 201 401 02:45 3 27 7 32 10 59 228 821 203 809 431 1630 03:00 5 9 14 208 210 418 03:15 7 8 15 214 232 446 03:30 6 14 20 196 198 394 03:45 16 34 18 49 34 83 214 832 222 862 436 1694 04:00 10 14 24 228 250 478 04:15 16 9 25 244 280 524 04:30 20 7 27 266 238 504 04:45 23 69 13 43 36 112 256 994 261 1029 517 2023 05:00 30 23 53 277 247 524 05:15 53 15 68 291 305 596 05:30 47 31 78 301 253 554 05:45 53 183 31 100 84 283 255 1124 260 1065 515 2189 06:00 51 26 77 228 242 470 06:15 75 56 131 235 264 499 06:30 90 64 154 247 233 480 06:45 112 328 71 217 183 545 207 917 174 913 381 1830 07:00 131 74 205 189 173 362 07:15 169 105 274 183 177 360 07:30 183 115 298 149 128 277 07:45 235 718 171 465 406 1183 126 647 134 612 260 1259 08:00 215 226 441 125 124 249 08:15 217 184 401 108 136 244 08:30 199 205 404 102 140 242 08:45 186 817 173 788 359 1605 98 433 98 498 196 931 09:00 178 207 385 94 95 189 09:15 177 178 355 94 109 203 09:30 160 198 358 77 96 173 09:45 178 693 153 736 331 1429 58 323 86 386 144 709 10:00 167 191 358 48 83 131 10:15 159 187 346 43 86 129 10:30 145 192 337 55 78 133 10:45 170 641 204 774 374 1415 41 187 60 307 101 494 11:00 159 216 375 33 52 85 11:15 139 230 369 41 46 87 11:30 171 223 394 26 39 65 11:45 169 638 207 876 376 1514 20 120 37 174 57 294 TOTALS 4217 4238 8455 7830 8189 16019 SPLIT %49.9%50.1%34.5%48.9%51.1%65.5% NB SB EB WB 12,047 12,427 0 0 AM Peak Hour 07:45 11:00 07:45 16:45 16:45 16:45 AM Pk Volume 866 876 1652 1125 1066 2191 Pk Hr Factor 0.921 0.952 0.937 0.934 0.874 0.919 7 - 9 Volume 1535 1253 0 0 2788 2118 2094 0 0 4212 7 - 9 Peak Hour 07:45 08:00 07:45 16:45 16:45 16:45 7 - 9 Pk Volume 866 788 0 0 1652 1125 1066 0 0 2191 Pk Hr Factor 0.921 0.872 0.000 0.000 0.937 0.934 0.874 0.000 0.000 0.919 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 San Gabriel Blvd N/O Emerson Pl 21:30 21:45 22:00 Total 24,474 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 24,474 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 181 of 206 Project #:CA22_020329_032 City:Rosemead Location:Date:11/17/2022San Gabriel Blvd N/O Emerson Pl Prepared by NDS/ATD 0 200 400 600 800 1000 1200 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 182 of 206 Day:City:Rosemead Date:Project #:CA22_020329_033 NB SB EB WB 11,359 10,889 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 31 24 55 148 186 334 0:15 32 29 61 163 142 305 0:30 14 29 43 192 163 355 0:45 16 93 24 106 40 199 171 674 155 646 326 1320 1:00 13 17 30 149 159 308 1:15 9 10 19 173 162 335 1:30 7 13 20 157 193 350 1:45 17 46 6 46 23 92 172 651 157 671 329 1322 2:00 18 12 30 169 179 348 2:15 22 10 32 217 153 370 2:30 11 13 24 169 191 360 2:45 20 71 23 58 43 129 178 733 167 690 345 1423 3:00 35 12 47 180 232 412 3:15 28 17 45 160 196 356 3:30 15 11 26 151 219 370 3:45 21 99 13 53 34 152 170 661 193 840 363 1501 4:00 10 32 42 144 218 362 4:15 20 28 48 180 217 397 4:30 30 45 75 136 210 346 4:45 51 111 59 164 110 275 187 647 165 810 352 1457 5:00 36 70 106 181 170 351 5:15 46 73 119 192 235 427 5:30 55 112 167 194 230 424 5:45 98 235 65 320 163 555 200 767 192 827 392 1594 6:00 67 90 157 239 217 456 6:15 106 72 178 178 176 354 6:30 183 98 281 160 175 335 6:45 241 597 85 345 326 942 185 762 148 716 333 1478 7:00 263 115 378 134 156 290 7:15 245 127 372 130 117 247 7:30 209 165 374 113 132 245 7:45 262 979 168 575 430 1554 104 481 98 503 202 984 8:00 228 205 433 117 112 229 8:15 168 200 368 88 99 187 8:30 164 184 348 85 85 170 8:45 148 708 175 764 323 1472 85 375 93 389 178 764 9:00 162 142 304 91 87 178 9:15 131 138 269 101 68 169 9:30 166 118 284 86 82 168 9:45 134 593 134 532 268 1125 81 359 56 293 137 652 10:00 185 166 351 73 92 165 10:15 155 140 295 65 57 122 10:30 141 122 263 44 43 87 10:45 174 655 138 566 312 1221 52 234 46 238 98 472 11:00 164 128 292 39 44 83 11:15 175 137 312 35 31 66 11:30 187 174 361 41 38 79 11:45 162 688 157 596 319 1284 25 140 28 141 53 281 TOTALS 4875 4125 9000 6484 6764 13248 SPLIT %54.2%45.8%40.5%48.9%51.1%59.5% NB SB EB WB 11,359 10,889 0 0 AM Peak Hour 7:00 8:00 7:15 17:15 17:15 17:15 AM Pk Volume 979 764 1609 825 874 1699 Pk Hr Factor 0.931 0.932 0.929 0.863 0.930 0.931 7 - 9 Volume 1687 1339 0 0 3026 1414 1637 0 0 3051 7 - 9 Peak Hour 7:00 8:00 7:15 17:00 17:00 17:00 7 - 9 Pk Volume 979 764 0 0 1609 767 827 0 0 1594 Pk Hr Factor 0.931 0.932 0.000 0.000 0.929 0.959 0.880 0.000 0.000 0.933 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/10/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Temple City Blvd S/O Guess St 21:30 21:45 22:00 Total 22,248 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 22,248 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 183 of 206 Project #:CA22_020329_033 City:Rosemead Location:Date:11/10/2022Temple City Blvd S/O Guess St Prepared by National Data & Surveying Services 0 200 400 600 800 1000 1200 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 184 of 206 Day:City:Rosemead Date:Project #:CA22_020329_034 NB SB EB WB 13,460 13,449 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 32 25 57 192 234 426 0:15 29 19 48 181 202 383 0:30 18 25 43 247 189 436 0:45 15 94 28 97 43 191 221 841 194 819 415 1660 1:00 17 10 27 181 213 394 1:15 10 9 19 187 213 400 1:30 9 10 19 210 220 430 1:45 11 47 9 38 20 85 175 753 183 829 358 1582 2:00 16 12 28 238 208 446 2:15 17 12 29 218 198 416 2:30 15 10 25 242 229 471 2:45 19 67 17 51 36 118 209 907 228 863 437 1770 3:00 53 16 69 232 246 478 3:15 34 14 48 181 230 411 3:30 16 10 26 198 256 454 3:45 26 129 14 54 40 183 213 824 252 984 465 1808 4:00 16 30 46 196 298 494 4:15 23 19 42 222 302 524 4:30 29 38 67 211 278 489 4:45 49 117 50 137 99 254 214 843 248 1126 462 1969 5:00 42 52 94 226 289 515 5:15 47 61 108 245 303 548 5:30 73 81 154 262 237 499 5:45 108 270 78 272 186 542 253 986 253 1082 506 2068 6:00 78 83 161 279 277 556 6:15 102 86 188 240 229 469 6:30 197 117 314 228 213 441 6:45 242 619 109 395 351 1014 226 973 166 885 392 1858 7:00 301 153 454 181 178 359 7:15 251 163 414 173 172 345 7:30 258 210 468 147 122 269 7:45 274 1084 236 762 510 1846 134 635 136 608 270 1243 8:00 270 285 555 137 126 263 8:15 180 266 446 110 121 231 8:30 220 283 503 120 105 225 8:45 156 826 270 1104 426 1930 103 470 87 439 190 909 9:00 190 194 384 109 96 205 9:15 164 179 343 101 80 181 9:30 211 183 394 100 82 182 9:45 180 745 205 761 385 1506 85 395 59 317 144 712 10:00 227 195 422 78 86 164 10:15 108 166 274 77 45 122 10:30 117 167 284 55 50 105 10:45 179 631 159 687 338 1318 42 252 49 230 91 482 11:00 214 158 372 47 44 91 11:15 169 193 362 37 32 69 11:30 207 209 416 47 34 81 11:45 201 791 210 770 411 1561 30 161 29 139 59 300 TOTALS 5420 5128 10548 8040 8321 16361 SPLIT %51.4%48.6%39.2%49.1%50.9%60.8% NB SB EB WB 13,460 13,449 0 0 AM Peak Hour 7:00 8:00 7:45 17:15 15:45 17:15 AM Pk Volume 1084 1104 2014 1039 1130 2109 Pk Hr Factor 0.900 0.968 0.907 0.931 0.935 0.948 7 - 9 Volume 1910 1866 0 0 3776 1829 2208 0 0 4037 7 - 9 Peak Hour 7:00 8:00 7:45 17:00 16:00 17:00 7 - 9 Pk Volume 1084 1104 0 0 2014 986 1126 0 0 2068 Pk Hr Factor 0.900 0.968 0.000 0.000 0.907 0.941 0.932 0.000 0.000 0.943 VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/10/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Temple City Blvd N/O Abilene St 21:30 21:45 22:00 Total 26,909 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 26,909 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 185 of 206 Project #:CA22_020329_034 City:Rosemead Location:Date:11/10/2022Temple City Blvd N/O Abilene St Prepared by National Data & Surveying Services 0 200 400 600 800 1000 1200 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 186 of 206 Day:City:Rosemead Date:Project #:CA22_020329_035 NB SB EB WB 0 0 7,766 7,236 AM Period NB SB EB WB NB SB EB WB 00:00 13 7 20 121 136 257 00:15 15 2 17 143 140 283 00:30 5 11 16 128 138 266 00:45 11 44 7 27 18 71 155 547 131 545 286 1092 01:00 6 3 9 131 129 260 01:15 4 0 4 134 107 241 01:30 4 4 8 142 126 268 01:45 3 17 3 10 6 27 168 575 122 484 290 1059 02:00 3 6 9 181 138 319 02:15 5 4 9 177 144 321 02:30 4 4 8 150 117 267 02:45 3 15 3 17 6 32 175 683 137 536 312 1219 03:00 10 2 12 154 109 263 03:15 2 1 3 149 121 270 03:30 6 1 7 158 128 286 03:45 7 25 3 7 10 32 154 615 132 490 286 1105 04:00 6 2 8 166 125 291 04:15 3 4 7 161 125 286 04:30 9 5 14 159 131 290 04:45 5 23 6 17 11 40 174 660 128 509 302 1169 05:00 7 10 17 155 120 275 05:15 3 11 14 175 114 289 05:30 9 15 24 181 118 299 05:45 14 33 25 61 39 94 201 712 129 481 330 1193 06:00 9 30 39 171 120 291 06:15 9 41 50 146 101 247 06:30 24 42 66 169 87 256 06:45 18 60 61 174 79 234 160 646 90 398 250 1044 07:00 24 69 93 128 68 196 07:15 35 108 143 92 66 158 07:30 39 122 161 114 58 172 07:45 59 157 139 438 198 595 107 441 58 250 165 691 08:00 71 155 226 71 56 127 08:15 91 158 249 96 44 140 08:30 88 171 259 64 45 109 08:45 99 349 169 653 268 1002 84 315 44 189 128 504 09:00 91 138 229 77 39 116 09:15 94 146 240 48 41 89 09:30 92 144 236 65 42 107 09:45 99 376 158 586 257 962 51 241 29 151 80 392 10:00 124 145 269 55 28 83 10:15 91 125 216 44 19 63 10:30 101 135 236 25 24 49 10:45 144 460 133 538 277 998 25 149 20 91 45 240 11:00 137 141 278 25 15 40 11:15 131 124 255 12 14 26 11:30 146 129 275 10 15 25 11:45 144 558 134 528 278 1086 18 65 12 56 30 121 TOTALS 2117 3056 5173 5649 4180 9829 SPLIT %40.9%59.1%34.5%57.5%42.5%65.5% NB SB EB WB 0 0 7,766 7,236 AM Peak Hour 10:45 08:00 11:30 17:15 12:00 14:00 AM Pk Volume 558 653 1093 728 545 1219 Pk Hr Factor 0.955 0.955 0.966 0.905 0.973 0.949 7 - 9 Volume 0 0 506 1091 1597 0 0 1372 990 2362 7 - 9 Peak Hour 08:00 08:00 08:00 17:00 16:00 17:00 7 - 9 Pk Volume 0 0 349 653 1002 0 0 712 509 1193 Pk Hr Factor 0.000 0.000 0.881 0.955 0.935 0.000 0.000 0.886 0.971 0.904 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 15,002 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Valley Blvd Bet. Walnut Grove Ave & Gernert Ave 21:30 21:45 22:00 Total 15,002 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 187 of 206 Project #:CA22_020329_035 City:Rosemead Location:Date:11/17/2022Valley Blvd Bet. Walnut Grove Ave & Prepared by NDS/ATD 0 100 200 300 400 500 600 700 800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 188 of 206 Day:City:Rosemead Date:Project #:CA22_020329_036 NB SB EB WB 0 0 8,411 8,267 AM Period NB SB EB WB NB SB EB WB 0:00 15 7 22 134 134 268 0:15 10 6 16 127 136 263 0:30 6 12 18 137 137 274 0:45 16 47 11 36 27 83 156 554 133 540 289 1094 1:00 9 11 20 150 136 286 1:15 8 4 12 160 143 303 1:30 9 5 14 150 132 282 1:45 6 32 6 26 12 58 144 604 136 547 280 1151 2:00 6 3 9 172 124 296 2:15 7 5 12 160 158 318 2:30 9 2 11 169 147 316 2:45 7 29 2 12 9 41 175 676 135 564 310 1240 3:00 12 4 16 165 117 282 3:15 12 6 18 182 110 292 3:30 6 4 10 163 153 316 3:45 5 35 6 20 11 55 181 691 163 543 344 1234 4:00 8 6 14 163 143 306 4:15 9 6 15 159 143 302 4:30 15 10 25 160 168 328 4:45 11 43 5 27 16 70 175 657 144 598 319 1255 5:00 14 15 29 177 157 334 5:15 17 19 36 206 138 344 5:30 22 21 43 191 147 338 5:45 18 71 30 85 48 156 173 747 109 551 282 1298 6:00 22 35 57 217 157 374 6:15 30 47 77 182 128 310 6:30 35 46 81 182 112 294 6:45 43 130 70 198 113 328 141 722 90 487 231 1209 7:00 50 79 129 123 89 212 7:15 54 123 177 112 86 198 7:30 80 149 229 78 68 146 7:45 118 302 172 523 290 825 93 406 77 320 170 726 8:00 105 196 301 82 62 144 8:15 110 177 287 99 61 160 8:30 86 192 278 84 51 135 8:45 93 394 196 761 289 1155 76 341 54 228 130 569 9:00 88 146 234 82 41 123 9:15 101 162 263 57 39 96 9:30 101 174 275 49 44 93 9:45 119 409 174 656 293 1065 56 244 32 156 88 400 10:00 104 144 248 59 36 95 10:15 127 121 248 45 26 71 10:30 123 178 301 44 23 67 10:45 112 466 168 611 280 1077 33 181 26 111 59 292 11:00 149 139 288 33 19 52 11:15 129 149 278 17 13 30 11:30 120 171 291 20 13 33 11:45 142 540 152 611 294 1151 20 90 11 56 31 146 TOTALS 2498 3566 6064 5913 4701 10614 SPLIT %41.2%58.8%36.4%55.7%44.3%63.6% NB SB EB WB 0 0 8,411 8,267 AM Peak Hour 11:00 8:00 7:45 17:15 15:45 17:15 AM Pk Volume 540 761 1156 787 617 1338 Pk Hr Factor 0.906 0.971 0.960 0.907 0.918 0.894 7 - 9 Volume 0 0 696 1284 1980 0 0 1404 1149 2553 7 - 9 Peak Hour 7:45 8:00 7:45 16:45 16:15 16:45 7 - 9 Pk Volume 0 0 419 761 1156 0 0 749 612 1335 Pk Hr Factor 0.000 0.000 0.888 0.971 0.960 0.000 0.000 0.909 0.911 0.970 VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/10/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Valley Blvd W/O Mission Dr 21:30 21:45 22:00 Total 16,678 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 16,678 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 189 of 206 Project #:CA22_020329_036 City:Rosemead Location:Date:11/10/2022Valley Blvd W/O Mission Dr Prepared by National Data & Surveying Services 0 100 200 300 400 500 600 700 800 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 190 of 206 Day:City:Rosemead Date:Project #:CA22_020329_037 NB SB EB WB 7,814 7,423 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 16 1 17 122 108 230 0:15 8 4 12 149 93 242 0:30 8 9 17 117 100 217 0:45 6 38 2 16 8 54 165 553 104 405 269 958 1:00 13 5 18 124 118 242 1:15 4 6 10 102 107 209 1:30 3 6 9 120 125 245 1:45 5 25 3 20 8 45 130 476 116 466 246 942 2:00 4 7 11 134 142 276 2:15 7 2 9 113 114 227 2:30 4 4 8 116 142 258 2:45 8 23 7 20 15 43 103 466 137 535 240 1001 3:00 4 3 7 136 154 290 3:15 5 10 15 119 133 252 3:30 8 11 19 125 167 292 3:45 10 27 11 35 21 62 150 530 126 580 276 1110 4:00 16 13 29 128 187 315 4:15 10 2 12 139 203 342 4:30 6 14 20 161 186 347 4:45 25 57 14 43 39 100 153 581 206 782 359 1363 5:00 8 17 25 148 201 349 5:15 23 27 50 175 183 358 5:30 27 26 53 172 183 355 5:45 39 97 35 105 74 202 166 661 176 743 342 1404 6:00 34 28 62 181 188 369 6:15 42 36 78 164 178 342 6:30 48 42 90 118 115 233 6:45 88 212 46 152 134 364 130 593 116 597 246 1190 7:00 80 52 132 111 119 230 7:15 106 53 159 103 97 200 7:30 138 95 233 85 97 182 7:45 155 479 73 273 228 752 87 386 90 403 177 789 8:00 149 98 247 107 85 192 8:15 137 99 236 85 99 184 8:30 145 92 237 60 72 132 8:45 138 569 101 390 239 959 61 313 81 337 142 650 9:00 126 90 216 64 57 121 9:15 105 103 208 55 49 104 9:30 107 90 197 37 52 89 9:45 102 440 80 363 182 803 37 193 43 201 80 394 10:00 92 88 180 38 64 102 10:15 135 95 230 34 28 62 10:30 109 83 192 27 28 55 10:45 120 456 96 362 216 818 33 132 12 132 45 264 11:00 114 82 196 30 40 70 11:15 103 111 214 23 10 33 11:30 98 112 210 16 14 30 11:45 107 422 85 390 192 812 16 85 9 73 25 158 TOTALS 2845 2169 5014 4969 5254 10223 SPLIT %56.7%43.3%32.9%48.6%51.4%67.1% NB SB EB WB 7,814 7,423 0 0 AM Peak Hour 7:45 11:15 8:00 17:15 16:15 17:15 AM Pk Volume 586 416 959 694 796 1424 Pk Hr Factor 0.945 0.929 0.971 0.959 0.966 0.965 7 - 9 Volume 1048 663 0 0 1711 1242 1525 0 0 2767 7 - 9 Peak Hour 7:45 8:00 8:00 17:00 16:15 16:45 7 - 9 Pk Volume 586 390 0 0 959 661 796 0 0 1421 Pk Hr Factor 0.945 0.965 0.000 0.000 0.971 0.944 0.966 0.000 0.000 0.990 VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Walnut Grove Ave Bet. Rush St & San Gabriel Blvd 21:30 21:45 22:00 Total 15,237 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 15,237 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 191 of 206 Project #:CA22_020329_037 City:Rosemead Location:Date:11/17/2022Walnut Grove Ave Bet. Rush St & San Prepared by National Data & Surveying Services 0 100 200 300 400 500 600 700 800 900 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 192 of 206 Day:City:Rosemead Date:Project #:CA22_020329_038 NB SB EB WB 9,554 9,074 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 19 15 34 170 119 289 00:15 15 10 25 155 126 281 00:30 13 8 21 152 127 279 00:45 8 55 6 39 14 94 146 623 152 524 298 1147 01:00 11 5 16 147 136 283 01:15 5 6 11 122 123 245 01:30 8 4 12 131 111 242 01:45 5 29 5 20 10 49 153 553 115 485 268 1038 02:00 4 3 7 135 122 257 02:15 4 2 6 147 159 306 02:30 3 3 6 172 182 354 02:45 4 15 4 12 8 27 181 635 139 602 320 1237 03:00 2 5 7 159 134 293 03:15 2 3 5 161 149 310 03:30 6 4 10 188 166 354 03:45 7 17 8 20 15 37 172 680 159 608 331 1288 04:00 5 4 9 165 140 305 04:15 7 10 17 227 153 380 04:30 13 6 19 244 132 376 04:45 12 37 15 35 27 72 207 843 180 605 387 1448 05:00 19 18 37 215 159 374 05:15 27 25 52 205 174 379 05:30 30 48 78 217 173 390 05:45 22 98 47 138 69 236 212 849 162 668 374 1517 06:00 33 51 84 244 179 423 06:15 50 53 103 191 196 387 06:30 61 68 129 227 149 376 06:45 76 220 99 271 175 491 202 864 142 666 344 1530 07:00 113 94 207 125 132 257 07:15 123 138 261 179 120 299 07:30 166 160 326 151 130 281 07:45 124 526 182 574 306 1100 119 574 91 473 210 1047 08:00 125 223 348 122 82 204 08:15 145 180 325 108 94 202 08:30 108 211 319 97 90 187 08:45 122 500 176 790 298 1290 73 400 68 334 141 734 09:00 99 218 317 60 71 131 09:15 105 158 263 70 55 125 09:30 110 180 290 75 62 137 09:45 107 421 134 690 241 1111 67 272 46 234 113 506 10:00 104 150 254 55 49 104 10:15 125 148 273 44 45 89 10:30 117 122 239 41 40 81 10:45 120 466 117 537 237 1003 29 169 36 170 65 339 11:00 145 104 249 33 30 63 11:15 144 138 282 20 28 48 11:30 153 119 272 28 26 54 11:45 163 605 124 485 287 1090 22 103 10 94 32 197 TOTALS 2989 3611 6600 6565 5463 12028 SPLIT %45.3%54.7%35.4%54.6%45.4%64.6% NB SB EB WB 9,554 9,074 0 0 AM Peak Hour 11:30 07:45 07:30 16:15 17:30 17:30 AM Pk Volume 641 796 1305 893 710 1574 Pk Hr Factor 0.943 0.892 0.938 0.915 0.906 0.930 7 - 9 Volume 1026 1364 0 0 2390 1692 1273 0 0 2965 7 - 9 Peak Hour 07:30 07:45 07:30 16:15 16:45 16:45 7 - 9 Pk Volume 560 796 0 0 1305 893 686 0 0 1530 Pk Hr Factor 0.843 0.892 0.000 0.000 0.938 0.915 0.953 0.000 0.000 0.981 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 18,628 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Walnut Grove Ave Bet. Andy Pacheco & Klingerman St 21:30 21:45 22:00 Total 18,628 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 193 of 206 Project #:CA22_020329_038 City:Rosemead Location:Date:11/17/2022Walnut Grove Ave Bet. Andy Pacheco & Prepared by NDS/ATD 0 100 200 300 400 500 600 700 800 900 1000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 194 of 206 Day:City:Rosemead Date:Project #:CA22_020329_039 NB SB EB WB 9,928 8,946 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 15 13 28 154 134 288 00:15 17 14 31 165 146 311 00:30 5 13 18 180 141 321 00:45 18 55 9 49 27 104 183 682 155 576 338 1258 01:00 7 6 13 151 167 318 01:15 7 8 15 144 161 305 01:30 5 6 11 159 170 329 01:45 7 26 5 25 12 51 209 663 192 690 401 1353 02:00 4 10 14 175 135 310 02:15 10 4 14 177 174 351 02:30 15 2 17 187 155 342 02:45 3 32 4 20 7 52 211 750 123 587 334 1337 03:00 7 6 13 193 142 335 03:15 3 2 5 177 171 348 03:30 6 7 13 170 178 348 03:45 11 27 9 24 20 51 178 718 175 666 353 1384 04:00 11 8 19 175 183 358 04:15 13 10 23 204 193 397 04:30 11 7 18 201 193 394 04:45 9 44 18 43 27 87 232 812 213 782 445 1594 05:00 13 10 23 258 194 452 05:15 32 20 52 213 205 418 05:30 33 30 63 250 202 452 05:45 25 103 22 82 47 185 208 929 194 795 402 1724 06:00 36 26 62 248 167 415 06:15 32 22 54 202 190 392 06:30 54 36 90 169 182 351 06:45 49 171 52 136 101 307 144 763 139 678 283 1441 07:00 79 66 145 141 114 255 07:15 101 77 178 108 110 218 07:30 153 97 250 95 100 195 07:45 164 497 123 363 287 860 110 454 95 419 205 873 08:00 166 185 351 95 101 196 08:15 192 151 343 106 61 167 08:30 103 152 255 95 81 176 08:45 122 583 176 664 298 1247 82 378 64 307 146 685 09:00 139 119 258 68 52 120 09:15 159 149 308 89 62 151 09:30 114 170 284 50 75 125 09:45 130 542 135 573 265 1115 61 268 57 246 118 514 10:00 144 115 259 57 43 100 10:15 128 116 244 45 28 73 10:30 117 135 252 26 28 54 10:45 141 530 115 481 256 1011 21 149 26 125 47 274 11:00 141 133 274 33 28 61 11:15 177 153 330 28 19 47 11:30 155 122 277 24 20 44 11:45 174 647 128 536 302 1183 20 105 12 79 32 184 TOTALS 3257 2996 6253 6671 5950 12621 SPLIT %52.1%47.9%33.1%52.9%47.1%66.9% NB SB EB WB 9,928 8,946 0 0 AM Peak Hour 07:30 08:00 08:00 16:45 16:45 16:45 AM Pk Volume 675 664 1247 953 814 1767 Pk Hr Factor 0.879 0.897 0.888 0.923 0.955 0.977 7 - 9 Volume 1080 1027 0 0 2107 1741 1577 0 0 3318 7 - 9 Peak Hour 07:30 08:00 08:00 16:45 16:45 16:45 7 - 9 Pk Volume 675 664 0 0 1247 953 814 0 0 1767 Pk Hr Factor 0.879 0.897 0.000 0.000 0.888 0.923 0.955 0.000 0.000 0.977 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 18,874 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Walnut Grove Ave S/O Dorothy St 21:30 21:45 22:00 Total 18,874 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 195 of 206 Project #:CA22_020329_039 City:Rosemead Location:Date:11/17/2022Walnut Grove Ave S/O Dorothy St Prepared by NDS/ATD 0 100 200 300 400 500 600 700 800 900 1000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 196 of 206 Day:City:Rosemead Date:Project #:CA22_020329_040 NB SB EB WB 9,748 11,330 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 16 14 30 165 154 319 00:15 15 10 25 159 167 326 00:30 7 7 14 180 162 342 00:45 6 44 9 40 15 84 155 659 170 653 325 1312 01:00 6 2 8 136 189 325 01:15 8 4 12 153 195 348 01:30 4 4 8 166 162 328 01:45 6 24 4 14 10 38 165 620 219 765 384 1385 02:00 8 10 18 191 167 358 02:15 2 8 10 151 190 341 02:30 5 6 11 180 185 365 02:45 3 18 5 29 8 47 168 690 188 730 356 1420 03:00 6 6 12 154 217 371 03:15 4 2 6 174 255 429 03:30 5 12 17 173 245 418 03:45 9 24 14 34 23 58 188 689 253 970 441 1659 04:00 11 15 26 167 245 412 04:15 11 13 24 194 260 454 04:30 9 15 24 190 234 424 04:45 19 50 26 69 45 119 206 757 225 964 431 1721 05:00 18 32 50 197 255 452 05:15 21 40 61 237 254 491 05:30 35 49 84 240 222 462 05:45 36 110 53 174 89 284 234 908 207 938 441 1846 06:00 31 48 79 213 246 459 06:15 50 60 110 178 202 380 06:30 59 88 147 149 215 364 06:45 74 214 88 284 162 498 139 679 154 817 293 1496 07:00 87 115 202 126 151 277 07:15 126 121 247 113 139 252 07:30 166 195 361 101 111 212 07:45 219 598 225 656 444 1254 108 448 109 510 217 958 08:00 208 192 400 103 91 194 08:15 212 239 451 79 95 174 08:30 136 250 386 73 104 177 08:45 157 713 236 917 393 1630 67 322 79 369 146 691 09:00 129 156 285 59 75 134 09:15 106 146 252 54 70 124 09:30 141 138 279 57 57 114 09:45 136 512 159 599 295 1111 50 220 35 237 85 457 10:00 135 148 283 52 58 110 10:15 135 164 299 49 49 98 10:30 142 153 295 39 40 79 10:45 149 561 157 622 306 1183 24 164 32 179 56 343 11:00 155 147 302 38 31 69 11:15 150 174 324 19 19 38 11:30 162 168 330 20 24 44 11:45 165 632 174 663 339 1295 15 92 23 97 38 189 TOTALS 3500 4101 7601 6248 7229 13477 SPLIT %46.0%54.0%36.1%46.4%53.6%63.9% NB SB EB WB 9,748 11,330 0 0 AM Peak Hour 07:30 08:00 07:45 17:15 15:30 17:15 AM Pk Volume 805 917 1681 924 1003 1853 Pk Hr Factor 0.919 0.917 0.932 0.963 0.964 0.943 7 - 9 Volume 1311 1573 0 0 2884 1665 1902 0 0 3567 7 - 9 Peak Hour 07:30 08:00 07:45 17:00 16:15 17:00 7 - 9 Pk Volume 805 917 0 0 1681 908 974 0 0 1846 Pk Hr Factor 0.919 0.917 0.000 0.000 0.932 0.946 0.937 0.000 0.000 0.940 VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Walnut Grove Ave N/O Norwood Pl 21:30 21:45 22:00 Total 21,078 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 21,078 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 197 of 206 Project #:CA22_020329_040 City:Rosemead Location:Date:11/17/2022Walnut Grove Ave N/O Norwood Pl Prepared by NDS/ATD 0 200 400 600 800 1000 1200 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 198 of 206 Day:City:Rosemead Date:Project #:CA22_020329_041 NB SB EB WB 8,022 9,756 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 11 5 16 123 118 241 00:15 9 6 15 131 132 263 00:30 7 8 15 115 140 255 00:45 8 35 3 22 11 57 139 508 138 528 277 1036 01:00 8 4 12 122 142 264 01:15 4 2 6 112 153 265 01:30 4 3 7 121 153 274 01:45 5 21 4 13 9 34 132 487 164 612 296 1099 02:00 7 6 13 135 146 281 02:15 2 4 6 142 119 261 02:30 3 7 10 156 171 327 02:45 5 17 1 18 6 35 141 574 153 589 294 1163 03:00 1 3 4 130 232 362 03:15 5 2 7 124 220 344 03:30 4 9 13 172 221 393 03:45 6 16 9 23 15 39 159 585 239 912 398 1497 04:00 6 15 21 144 223 367 04:15 7 9 16 156 231 387 04:30 10 18 28 187 240 427 04:45 13 36 21 63 34 99 190 677 205 899 395 1576 05:00 15 22 37 183 239 422 05:15 16 33 49 212 235 447 05:30 24 42 66 220 190 410 05:45 31 86 42 139 73 225 212 827 222 886 434 1713 06:00 30 40 70 215 220 435 06:15 52 55 107 118 173 291 06:30 54 72 126 141 192 333 06:45 85 221 88 255 173 476 120 594 127 712 247 1306 07:00 75 107 182 90 106 196 07:15 118 115 233 96 98 194 07:30 133 173 306 71 91 162 07:45 181 507 201 596 382 1103 91 348 76 371 167 719 08:00 180 223 403 77 67 144 08:15 166 267 433 64 67 131 08:30 136 232 368 57 56 113 08:45 123 605 182 904 305 1509 63 261 50 240 113 501 09:00 80 147 227 44 48 92 09:15 85 129 214 48 52 100 09:30 99 129 228 48 40 88 09:45 101 365 144 549 245 914 36 176 22 162 58 338 10:00 82 118 200 46 23 69 10:15 97 147 244 40 27 67 10:30 89 129 218 33 36 69 10:45 121 389 145 539 266 928 24 143 25 111 49 254 11:00 108 136 244 29 19 48 11:15 117 145 262 15 14 29 11:30 131 141 272 14 19 33 11:45 117 473 132 554 249 1027 13 71 7 59 20 130 TOTALS 2771 3675 6446 5251 6081 11332 SPLIT %43.0%57.0%36.3%46.3%53.7%63.7% NB SB EB WB 8,022 9,756 0 0 AM Peak Hour 07:45 07:45 07:45 17:15 15:45 17:15 AM Pk Volume 663 923 1586 859 933 1726 Pk Hr Factor 0.916 0.864 0.916 0.976 0.972 0.965 7 - 9 Volume 1112 1500 0 0 2612 1504 1785 0 0 3289 7 - 9 Peak Hour 07:45 07:45 07:45 17:00 16:30 17:00 7 - 9 Pk Volume 663 923 0 0 1586 827 919 0 0 1713 Pk Hr Factor 0.916 0.864 0.000 0.000 0.916 0.940 0.957 0.000 0.000 0.958 VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/17/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Walnut Grove Ave Bet. Abilene St & Scott St 21:30 21:45 22:00 Total 17,778 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 17,778 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 199 of 206 Project #:CA22_020329_041 City:Rosemead Location:Date:11/17/2022Walnut Grove Ave Bet. Abilene St & Scott St Prepared by NDS/ATD 0 100 200 300 400 500 600 700 800 900 1000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 200 of 206 Day:City:Rosemead Date:Project #:CA22_020329_042 NB SB EB WB 5,225 7,281 0 0 AM Period NB SB EB WB NB SB EB WB 0:00 12 3 15 85 114 199 0:15 7 4 11 76 103 179 0:30 2 5 7 84 104 188 0:45 5 26 0 12 5 38 90 335 108 429 198 764 1:00 6 3 9 81 90 171 1:15 4 4 8 74 92 166 1:30 0 4 4 72 99 171 1:45 2 12 2 13 4 25 102 329 106 387 208 716 2:00 2 3 5 77 115 192 2:15 2 0 2 98 108 206 2:30 1 0 1 87 115 202 2:45 3 8 1 4 4 12 102 364 143 481 245 845 3:00 5 2 7 96 147 243 3:15 1 2 3 95 160 255 3:30 4 7 11 105 165 270 3:45 5 15 9 20 14 35 106 402 169 641 275 1043 4:00 5 5 10 113 167 280 4:15 3 4 7 101 193 294 4:30 6 12 18 91 185 276 4:45 5 19 9 30 14 49 122 427 182 727 304 1154 5:00 11 18 29 122 227 349 5:15 12 26 38 139 208 347 5:30 17 29 46 143 201 344 5:45 28 68 29 102 57 170 107 511 157 793 264 1304 6:00 23 44 67 117 169 286 6:15 24 29 53 114 198 312 6:30 27 47 74 88 149 237 6:45 50 124 64 184 114 308 80 399 79 595 159 994 7:00 40 93 133 58 101 159 7:15 70 81 151 63 62 125 7:30 77 141 218 48 68 116 7:45 97 284 136 451 233 735 59 228 50 281 109 509 8:00 93 163 256 44 57 101 8:15 101 152 253 51 40 91 8:30 65 131 196 38 42 80 8:45 79 338 122 568 201 906 37 170 41 180 78 350 9:00 59 112 171 32 42 74 9:15 62 109 171 34 48 82 9:30 66 112 178 29 32 61 9:45 68 255 82 415 150 670 35 130 26 148 61 278 10:00 78 103 181 25 25 50 10:15 74 83 157 24 21 45 10:30 68 76 144 22 14 36 10:45 73 293 104 366 177 659 20 91 13 73 33 164 11:00 75 77 152 20 4 24 11:15 81 74 155 15 14 29 11:30 78 91 169 22 10 32 11:45 101 335 100 342 201 677 5 62 11 39 16 101 TOTALS 1777 2507 4284 3448 4774 8222 SPLIT %41.5%58.5%34.3%41.9%58.1%65.7% NB SB EB WB 5,225 7,281 0 0 AM Peak Hour 7:30 7:30 7:30 16:45 16:45 16:45 AM Pk Volume 368 592 960 526 818 1344 Pk Hr Factor 0.911 0.908 0.938 0.920 0.901 0.963 7 - 9 Volume 622 1019 0 0 1641 938 1520 0 0 2458 7 - 9 Peak Hour 7:30 7:30 7:30 16:45 16:45 16:45 7 - 9 Pk Volume 368 592 0 0 960 526 818 0 0 1344 Pk Hr Factor 0.911 0.908 0.000 0.000 0.938 0.920 0.901 0.000 0.000 0.963 VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 11/10/2022 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Walnut Grove Ave S/O Halkett Ave 21:30 21:45 22:00 Total 12,506 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 12,506 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 201 of 206 Project #:CA22_020329_042 City:Rosemead Location:Date:11/10/2022Walnut Grove Ave S/O Halkett Ave Prepared by National Data & Surveying Services 0 100 200 300 400 500 600 700 800 900 0:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB CITY OF ROSEMEAD 2022/2023 ENGINEERING AND TRAFFIC SURVEY Adopted by Rosemead City Council Resolution No. XX on XX, 2023 CITY OF ROSEMEAD Prepared By: Transtech Engineers, Inc. | Page 202 of 206