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HomeMy WebLinkAboutPW Change in Speed Limits on 24 San Rafael Roadways____________________________________________________________________________________ FOR CITY CLERK ONLY Council Meeting: 02/18/2025 Disposition: Introduced Ordinance 2045, waived further reading of the Ordinance, and refer to it by title only Agenda Item No: 5.a Meeting Date: February 18, 2025 SAN RAFAEL CITY COUNCIL AGENDA REPORT Department: Public Works Prepared by: Eugelyn Lopez, Junior Engineer Joanna Kwok, Assistant Director, Public Works City Manager Approval: ______________ TOPIC: CHANGE IN SPEED LIMITS ON TWENTY-FOUR SAN RAFAEL ROADWAY SEGMENTS SUBJECT: CONDUCT A PUBLIC HEARING AND INTRODUCE AN ORDINANCE REGARDING SPEED LIMIT CHANGE ON 24 SAN RAFAEL ROADWAY SEGMENTS PURSUANT TO SECTIONS 22357 AND 22358 OF THE CALIFORNIA VEHICLE CODE; CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) DETERMINATION: EXEMPT PURSUANT TO STATE CEQA GUIDELINE 15061(b)(3) RECOMMENDATION: Staff recommends that the City Council introduce the Ordinance, waive further reading of the Ordinance, and refer to it by title only. BACKGROUND: The purpose of setting speed limits is to promote safety on roadways while ensuring fair enforcement of vehicle speeds under California law. According to the California Vehicle Code (CVC) Section 22350, drivers are required to operate their vehicles at speeds that are “reasonable and prudent,” taking into consideration factors such as weather, visibility, traffic, road conditions, and the safety of others. The 85th percentile speed—defined as the speed at or below which 85% of vehicles travel—is generally used to determine what is “reasonable and prudent.” CVC Section 22352 defines prima facie speed limits, which are presumed speed limits , even if not explicitly indicated by a posted sign, for certain roadways. A prima facie speed limit of 25 miles per hour (mph) is applicable to roadways that meet the CVC definition of roadways in business districts, residence districts, school zones, and areas immediately adjacent to senior centers. For roadways outside these definitions, CVC Section 22358 permits local jurisdictions to establish speed limits that are determined to be reasonable and safe based on an engineering and traffic survey (E&TS) conducted in accordance with CVC Section 627. Furthermore, under CVC Section 40802, posted speed limits must be updated every seven (7) years to remain enforceable. The update interval of the E&TS can be extended to 14 years when a registered engineer confirms no significant changes in roadway or traffic conditions. Posted speed limits without a current E&TS are enforceable by the Police Department by pacing but not by radar. The current legal basis for speed enforcement in the City of San Rafael is based on the E&TS conducted in 2018 and Ordinance No. 1969 and No. 1978 adopted at the regular City Council meetings on March 18, 2019, and January 21, 2020, respectively. SAN RAFAEL CITY COUNCIL AGENDA REPORT / Page: 2 With the City’s current E&TS expiring in October 2025, the City entered into an agreement with W-trans to conduct a citywide E&TS update. As shown in Attachment 1, surveys were conducted for 46 roadway segments in the months of August, September, and November 2023. Additionally, the City entered into an agreement with Parametrix to conduct a supplemental study to evaluate the possibility of reducing downtown speed limits through the application of California Assembly Bill 43 (AB 43) under CVC Section 22358.7, of which the provisions became effective on July 1, 2024. Surveys conducted for 19 additional roadway segments in the months of September, October, and November 2024 and the evaluation of downtown roadways that meet the definition of “business activity district” are summarized in Attachment 2, along with an overview of AB 43. All surveys were conducted during non-holiday weeks on typical weekdays under normal free-flowing conditions. The 2024 Marin County Local Road Safety Plan (LRSP), adopted by the City Council on April 2, 2024, identifies that unsafe vehicle speed is the most common primary collision factor leading to injuries in San Rafael and that eight of the top ten highest collision rate roadway segments in Marin County are in downtown San Rafael. The report further indicates that reducing speed limits along high-collision network segments would not only improve safety outcomes for vulnerable roadway users but also enhance the overall pedestrian experience and support economic vitality. The high concentration of pedestrian and bicycle-generating land use underscores the importance of ensuring safety in an environment that supports vibrant commercial uses and significant foot traffic. The downtown area was selected for the City’s initial phase of proposed speed limit reduction with the application of AB 43 because many of its streets experience elevated collision rates according to the LRSP and it serves as both a key business district and as a hub for pedestrian and bicycle activity in the City. Following the implementation and monitoring of the reduced speed limits in the downtown area, the City plans to evaluate speed limits in other areas of the City (such as parks, community centers, schools, and designated bicycle facilities) through the lens of AB 43. The results of this future phase are anticipated to be available and shared with the community in early 2026 and implemented in mid-2026. Future updates to the City’s AB 43 strategy can be found on the City’s website at: https://www.cityofsanrafael.org/traffic/assembly-bill-ab-43-strategy-faq/ ANALYSIS: The City of San Rafael updated its E&TS in 2023 and conducted supplemental E&TS on downtown roadways in 2024. These surveys, summarized in Attachment 1 and 2, comply with CVC regulations and the guidelines established by the California Department of Transportation (Caltrans) in the California Manual for Setting Speed Limits (2020). Staff collaborated with the San Rafael Police Department to evaluate the E&TS results. The resulting speed limits following the recommended speed limit reductions facilitate the orderly movement of traffic and are reasonable and safe under CVC Section 22358. Based on the updated E&TS results, speed limits are recommended to be reduced on the following 24 roadway segments listed in Table 1. This section has been left blank intentionally. Table 1. Recommended Speed Limit Reductions SAN RAFAEL CITY COUNCIL AGENDA REPORT / Page: 3 Roadway Segment Current Speed Limit Proposed Speed Limit Mission Avenue (H Street to Hetherton Street) 25 mph 20 mph Fifth Avenue (H Street to Hetherton Street) 25 mph 20 mph Fourth Street (Marquard Avenue to Hetherton Street) 25 mph 20 mph Second Street (Marquard Avenue to Hayes Street) 35 mph 30 mph H Street (Mission Avenue to Fourth Street) 25 mph 20 mph G Street (Mission Avenue to Second Street) 25 mph 20 mph F Street (Fifth Avenue to Latham Street) 25 mph 20 mph Shaver Street (Fourth Street to Second Street) 25 mph 20 mph E Street (Mission Avenue to Second Street) 25 mph 20 mph D Street (Fifth Avenue to First Street) 25 mph 20 mph D Street (First Street to Antonette Avenue) 30 mph 25 mph C Street (Mission Avenue to Second Street) 25 mph 20 mph B Street (Mission Avenue to First Street) 25 mph 20 mph A Street (Fifth Avenue to Second Street) 25 mph 20 mph Lootens Place (Fifth Avenue to Third Street) 25 mph 20 mph Cijos Street (Fourth Street to Third Street) 25 mph 20 mph Lincoln Avenue (Mission Avenue to Second Street) 25 mph 20 mph Tamalpais Avenue (Mission Avenue to Second Street) 25 mph 20 mph Andersen Drive (Francisco Boulevard West to Bellam Boulevard) 35 mph 30 mph Francisco Boulevard West (US-101 South Ramps to Rice Drive) 35 mph 30 mph Redwood Highway (Manuel T. Freitas Parkway to 4222 Redwood Highway) 35 mph 30 mph Smith Ranch Road (Redwood Highway to East End) 35 mph 30 mph Civic Center Drive (Avenue of the Flags to Manuel T. Freitas Parkway) 30 mph 25 mph Du Bois Street (Irwin Street to Woodland Avenue) 30 mph 25 mph These speed limits would result in a generally contiguous 20 mph ‘zone’ in downtown, including the east- west corridors of Mission Avenue, Fifth Avenue, and Fourth Street, as well as north-south streets west of US Highway 101 between Mission Avenue and Second Street. Each recommended speed limit constitutes a five-mph reduction compared to existing conditions in the downtown area west of US Highway 101, with the exception of Second and Third Streets between Hayes Street and Hetherton Street, which would retain a 25-mph speed limit. These speed limit reductions, when considered in conjunction with other recent and planned infrastructure improvements in downtown San Rafael, are anticipated to create a safer and more inviting environment for pedestrians, cyclists, and motorists alike. The recommended speed limits are part of a comprehensive approach to improving traffic safety and slow vehicle speeds, helping to foster a more livable and accessible community. ENVIRONMENTAL REVIEW: The proposed speed limit modifications are subject to the California Environmental Quality Act (CEQA). Staff have determined the adoption of this Ordinance is exempt from the California Environmental Quality SAN RAFAEL CITY COUNCIL AGENDA REPORT / Page: 4 Act ("CEQA") pursuant to section 15061(b)(3) of the State CEQA Guidelines because it can be seen with certainty that there is no possibility that the adoption of this Ordinance or its implementation would have a significant effect on the environment (14 Cal. Code Regs. Section 15061(b)(3)). COMMUNITY OUTREACH: The City has hosted an Assembly Bill 43 (AB 43) Strategy website since October 2024, which includes information on AB 43frequently asked questions and an online form residents can fill out to provide their input. Preliminary results of speed limit reductions in the downtown area were shared on the website and presented to the San Rafael Bicycle and Pedestrian Advisory Committee (BPAC) on October 2, 2024. The community and committee members were supportive of the speed limit reduction efforts and expressed interest in expanding the areas for which AB 43 would be applied. As such, City staff worked with Parametrix to conduct supplemental E&TS and incorporated additional downtown streets in the speed limit reduction recommendations. The updated speed limit reduction results were presented to the Police Advisory and Accountability Committee (PAAC) on January 15, 2025 and the Bicycle and Pedestrian Advisory Committee on February 5, 2025. The community and committees again expressed support for the speed limit reduction efforts and interest in evaluating speed limit reduction in other areas of the City. City staff plan on returning to the Bicycle and Pedestrian Advisory Committee and Police Advisory & Accountability Committee to present and collect feedback on future recommendations for speed limit reductions. Additionally, the online survey will remain available through the monitoring period of the new speed limits and the evaluation of speed limit reduction in other areas of the City. FISCAL IMPACT: The cost to install new speed limit signs and pavement marking changes to be performed by the Streets Maintenance Division staff, will be absorbed by the department’s fiscal year 2024-25 budget. OPTIONS: The City Council has the following options to consider relating to this matter: 1.Introduce the Ordinance, waive further reading of the Ordinance, and refer to it by title only, as presented. 2.Do not Introduce the Ordinance, waive further reading of the Ordinance, or refer to it by title only. RECOMMENDED ACTION: Staff recommends that the City Council introduce the Ordinance, waive further reading of the Ordinance, and refer to it by title only. ATTACHMENTS: 1.City of San Rafael Updated Engineering and Traffic Survey (E&TS) November 2024 2.City of San Rafael AB 43 Strategy and Downtown Speed Limits Report 3.Draft Ordinance Regarding Speed Limit Change on 24 San Rafael roadway segments pursuant to Sections 22357 and 22358 of the California Vehicle Code. 4.Public Hearing Notice Day:Wednesday City:San Rafael Date:11/1/2023 Project #:CA23_080248_001 NB SB EB WB Total 0 0 23,896 0 23,896 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 40 40 12:00 409 409 00:00 01:00 124 124 00:15 34 34 12:15 402 402 01:00 02:00 71 71 00:30 21 21 12:30 414 414 02:00 03:00 59 59 00:45 29 29 12:45 448 448 03:00 04:00 64 64 01:00 21 21 13:00 453 453 04:00 05:00 99 99 01:15 10 10 13:15 426 426 05:00 06:00 307 307 01:30 22 22 13:30 418 418 06:00 07:00 719 719 01:45 18 18 13:45 435 435 07:00 08:00 1526 1526 02:00 15 15 14:00 427 427 08:00 09:00 1693 1693 02:15 18 18 14:15 433 433 09:00 10:00 1617 1617 02:30 13 13 14:30 454 454 10:00 11:00 1481 1481 02:45 13 13 14:45 408 408 11:00 12:00 1481 1481 03:00 15 15 15:00 461 461 12:00 13:00 1673 1673 03:15 13 13 15:15 481 481 13:00 14:00 1732 1732 03:30 17 17 15:30 458 458 14:00 15:00 1722 1722 03:45 19 19 15:45 468 468 15:00 16:00 1868 1868 04:00 19 19 16:00 340 340 16:00 17:00 1678 1678 04:15 22 22 16:15 493 493 17:00 18:00 1511 1511 04:30 23 23 16:30 379 379 18:00 19:00 1214 1214 04:45 35 35 16:45 466 466 19:00 20:00 938 938 05:00 66 66 17:00 394 394 20:00 21:00 907 907 05:15 55 55 17:15 437 437 21:00 22:00 795 795 05:30 80 80 17:30 343 343 22:00 23:00 416 416 05:45 106 106 17:45 337 337 23:00 00:00 201 201 06:00 134 134 18:00 325 325 06:15 150 150 18:15 337 337 NB SB EB WB TOTAL 06:30 205 205 18:30 251 251 00:00 to 12:00 06:45 230 230 18:45 301 301 9241 9241 07:00 279 279 19:00 232 232 7:30 7:30 07:15 349 349 19:15 241 241 1758 1758 07:30 436 436 19:30 235 235 0.951 0.951 07:45 462 462 19:45 230 230 08:00 439 439 20:00 245 245 12:00 to 00:00 08:15 421 421 20:15 223 223 14655 14655 08:30 410 410 20:30 216 216 15:00 15:00 08:45 423 423 20:45 223 223 1868 1868 09:00 415 415 21:00 220 220 0.971 0.971 09:15 408 408 21:15 196 196 09:30 394 394 21:30 191 191 07:00 to 09:00 09:45 400 400 21:45 188 188 3219 3219 10:00 364 364 22:00 143 143 7:30 7:30 10:15 379 379 22:15 114 114 1758 1758 10:30 361 361 22:30 78 78 0.951 0.951 10:45 377 377 22:45 81 81 11:00 386 386 23:00 72 72 16:00 to 18:00 11:15 374 374 23:15 52 52 3189 3189 11:30 362 362 23:30 37 37 16:15 16:15 11:45 359 359 23:45 40 40 1732 1732 TOTALS 0 0 9241 0 9241 TOTALS 0 0 14655 0 14655 0.878 0.878 SPLIT % 0% 0% 100% 0% 39% SPLIT % 0% 0% 100% 0% 61% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME 2nd St Bet. A St & Lindaro St DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:08/17/2023 Project #:CA23_080248_003 NB SB EB WB Total 3,410 3,413 0 0 6,823 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 3 1 4 12:00 55 74 129 00:00 01:00 10 2 12 00:15 5 1 6 12:15 81 73 154 01:00 02:00 5 0 5 00:30 2 0 2 12:30 65 54 119 02:00 03:00 5 2 7 00:45 0 0 0 12:45 67 71 138 03:00 04:00 2 5 7 01:00 0 0 0 13:00 66 61 127 04:00 05:00 5 1 6 01:15 1 0 1 13:15 59 72 131 05:00 06:00 40 11 51 01:30 1 0 1 13:30 57 75 132 06:00 07:00 81 59 140 01:45 3 0 3 13:45 74 66 140 07:00 08:00 114 173 287 02:00 2 1 3 14:00 60 73 133 08:00 09:00 204 204 408 02:15 1 0 1 14:15 79 77 156 09:00 10:00 221 248 469 02:30 2 1 3 14:30 69 104 173 10:00 11:00 235 225 460 02:45 0 0 0 14:45 97 82 179 11:00 12:00 218 245 463 03:00 0 1 1 15:00 56 86 142 12:00 13:00 268 272 540 03:15 0 1 1 15:15 54 68 122 13:00 14:00 256 274 530 03:30 1 0 1 15:30 60 65 125 14:00 15:00 305 336 641 03:45 1 3 4 15:45 63 42 105 15:00 16:00 233 261 494 04:00 0 1 1 16:00 72 62 134 16:00 17:00 272 248 520 04:15 1 0 1 16:15 71 56 127 17:00 18:00 291 259 550 04:30 1 0 1 16:30 57 62 119 18:00 19:00 200 200 400 04:45 3 0 3 16:45 72 68 140 19:00 20:00 177 128 305 05:00 6 1 7 17:00 73 86 159 20:00 21:00 117 171 288 05:15 5 3 8 17:15 77 47 124 21:00 22:00 77 47 124 05:30 6 3 9 17:30 78 62 140 22:00 23:00 48 29 77 05:45 23 4 27 17:45 63 64 127 23:00 00:00 26 13 39 06:00 18 6 24 18:00 51 57 108 06:15 16 14 30 18:15 63 52 115 NB SB EB WB TOTAL 06:30 16 15 31 18:30 42 44 86 00:00 to 12:00 06:45 31 24 55 18:45 44 47 91 1140 1175 2315 07:00 23 33 56 19:00 43 32 75 8:45 10:30 8:45 07:15 35 40 75 19:15 49 32 81 240 249 487 07:30 28 54 82 19:30 46 34 80 0.822 0.943 0.990 07:45 28 46 74 19:45 39 30 69 08:00 37 49 86 20:00 36 52 88 12:00 to 00:00 08:15 40 43 83 20:15 29 49 78 2270 2238 4508 08:30 54 62 116 20:30 25 43 68 14:00 14:15 14:15 08:45 73 50 123 20:45 27 27 54 305 349 650 09:00 51 68 119 21:00 25 17 42 0.786 0.839 0.908 09:15 56 66 122 21:15 20 14 34 09:30 60 63 123 21:30 10 11 21 07:00 to 09:00 09:45 54 51 105 21:45 22 5 27 318 377 695 10:00 57 53 110 22:00 19 7 26 8:00 8:00 8:00 10:15 53 47 100 22:15 12 8 20 204 204 408 10:30 50 62 112 22:30 10 8 18 0.699 0.823 0.829 10:45 75 63 138 22:45 7 6 13 11:00 60 58 118 23:00 9 4 13 16:00 to 18:00 11:15 53 66 119 23:15 6 5 11 563 507 1070 11:30 51 56 107 23:30 5 3 8 16:45 16:15 16:45 11:45 54 65 119 23:45 6 1 7 300 272 563 TOTALS 1140 1175 0 0 2315 TOTALS 2270 2238 0 0 4508 0.962 0.791 0.885 SPLIT % 49% 51% 0% 0% 34% SPLIT % 50% 50% 0% 0% 66% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Point San Pedro Rd Bet. Peacock Dr & Knight Dr DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 50 100 150 200 250 300 350 400 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:08/17/2023 Project #:CA23_080248_004 NB SB EB WB Total 1,751 1,741 0 0 3,492 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 2 1 3 12:00 28 31 59 00:00 01:00 2 4 6 00:15 0 3 3 12:15 37 38 75 01:00 02:00 0 0 0 00:30 0 0 0 12:30 40 29 69 02:00 03:00 0 1 1 00:45 0 0 0 12:45 44 28 72 03:00 04:00 1 2 3 01:00 0 0 0 13:00 35 29 64 04:00 05:00 0 1 1 01:15 0 0 0 13:15 32 41 73 05:00 06:00 6 10 16 01:30 0 0 0 13:30 28 41 69 06:00 07:00 31 32 63 01:45 0 0 0 13:45 34 33 67 07:00 08:00 62 58 120 02:00 0 0 0 14:00 39 43 82 08:00 09:00 110 90 200 02:15 0 1 1 14:15 49 47 96 09:00 10:00 116 105 221 02:30 0 0 0 14:30 53 51 104 10:00 11:00 127 104 231 02:45 0 0 0 14:45 62 42 104 11:00 12:00 120 115 235 03:00 0 1 1 15:00 33 43 76 12:00 13:00 149 126 275 03:15 0 0 0 15:15 30 34 64 13:00 14:00 129 144 273 03:30 1 0 1 15:30 30 29 59 14:00 15:00 203 183 386 03:45 0 1 1 15:45 34 20 54 15:00 16:00 127 126 253 04:00 0 0 0 16:00 31 33 64 16:00 17:00 143 124 267 04:15 0 0 0 16:15 40 31 71 17:00 18:00 135 147 282 04:30 0 1 1 16:30 35 25 60 18:00 19:00 98 113 211 04:45 0 0 0 16:45 37 35 72 19:00 20:00 91 86 177 05:00 2 0 2 17:00 32 40 72 20:00 21:00 55 127 182 05:15 2 3 5 17:15 38 34 72 21:00 22:00 32 23 55 05:30 1 2 3 17:30 39 34 73 22:00 23:00 11 14 25 05:45 1 5 6 17:45 26 39 65 23:00 00:00 3 6 9 06:00 9 4 13 18:00 28 32 60 06:15 6 7 13 18:15 23 31 54 NB SB EB WB TOTAL 06:30 7 9 16 18:30 23 23 46 00:00 to 12:00 06:45 9 12 21 18:45 24 27 51 575 522 1097 07:00 15 12 27 19:00 24 18 42 10:45 11:00 10:45 07:15 17 17 34 19:15 23 26 49 135 115 244 07:30 15 13 28 19:30 25 16 41 0.804 0.871 0.884 07:45 15 16 31 19:45 19 26 45 08:00 13 23 36 20:00 17 39 56 12:00 to 00:00 08:15 18 17 35 20:15 15 30 45 1176 1219 2395 08:30 35 26 61 20:30 12 35 47 14:00 14:00 14:00 08:45 44 24 68 20:45 11 23 34 203 183 386 09:00 29 29 58 21:00 10 11 21 0.819 0.897 0.928 09:15 19 28 47 21:15 8 4 12 09:30 39 24 63 21:30 4 4 8 07:00 to 09:00 09:45 29 24 53 21:45 10 4 14 172 148 320 10:00 28 27 55 22:00 4 3 7 8:00 8:00 8:00 10:15 31 23 54 22:15 2 3 5 110 90 200 10:30 26 27 53 22:30 3 5 8 0.625 0.865 0.735 10:45 42 27 69 22:45 2 3 5 11:00 28 26 54 23:00 1 2 3 16:00 to 18:00 11:15 32 28 60 23:15 1 1 2 278 271 549 11:30 33 28 61 23:30 1 3 4 16:45 17:00 16:45 11:45 27 33 60 23:45 0 0 0 146 147 289 TOTALS 575 522 0 0 1097 TOTALS 1176 1219 0 0 2395 0.936 0.919 0.990 SPLIT % 52% 48% 0% 0% 31% SPLIT % 49% 51% 0% 0% 69% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Point San Pedro Rd Bet. San Rafael Rock Quarry & Cantera Way DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 50 100 150 200 250 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:08/17/2023 Project #:CA23_080248_005 NB SB EB WB Total 0 0 8,606 8,473 17,079 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 12 5 17 12:00 160 220 380 00:00 01:00 31 14 45 00:15 13 2 15 12:15 184 170 354 01:00 02:00 18 11 29 00:30 5 4 9 12:30 166 137 303 02:00 03:00 4 6 10 00:45 1 3 4 12:45 188 161 349 03:00 04:00 11 9 20 01:00 2 2 4 13:00 149 151 300 04:00 05:00 11 19 30 01:15 7 2 9 13:15 155 171 326 05:00 06:00 99 74 173 01:30 5 4 9 13:30 149 149 298 06:00 07:00 177 187 364 01:45 4 3 7 13:45 153 169 322 07:00 08:00 419 482 901 02:00 2 3 5 14:00 159 158 317 08:00 09:00 570 625 1195 02:15 2 0 2 14:15 166 182 348 09:00 10:00 522 641 1163 02:30 0 3 3 14:30 162 206 368 10:00 11:00 553 629 1182 02:45 0 0 0 14:45 183 184 367 11:00 12:00 570 636 1206 03:00 0 2 2 15:00 141 160 301 12:00 13:00 698 688 1386 03:15 1 3 4 15:15 165 167 332 13:00 14:00 606 640 1246 03:30 5 1 6 15:30 152 167 319 14:00 15:00 670 730 1400 03:45 5 3 8 15:45 175 124 299 15:00 16:00 633 618 1251 04:00 0 2 2 16:00 156 146 302 16:00 17:00 662 599 1261 04:15 1 2 3 16:15 171 152 323 17:00 18:00 673 601 1274 04:30 3 5 8 16:30 155 151 306 18:00 19:00 536 421 957 04:45 7 10 17 16:45 180 150 330 19:00 20:00 448 323 771 05:00 17 8 25 17:00 165 174 339 20:00 21:00 293 276 569 05:15 21 16 37 17:15 178 151 329 21:00 22:00 226 141 367 05:30 29 20 49 17:30 154 132 286 22:00 23:00 113 64 177 05:45 32 30 62 17:45 176 144 320 23:00 00:00 63 39 102 06:00 30 41 71 18:00 142 120 262 06:15 31 42 73 18:15 160 97 257 NB SB EB WB TOTAL 06:30 52 43 95 18:30 134 108 242 00:00 to 12:00 06:45 64 61 125 18:45 100 96 196 2985 3333 6318 07:00 55 92 147 19:00 110 90 200 10:45 8:30 8:30 07:15 98 103 201 19:15 130 86 216 585 660 1220 07:30 100 136 236 19:30 118 80 198 0.822 0.932 0.938 07:45 166 151 317 19:45 90 67 157 08:00 136 142 278 20:00 78 74 152 12:00 to 00:00 08:15 130 143 273 20:15 79 61 140 5621 5140 10761 08:30 148 177 325 20:30 63 70 133 12:00 14:15 14:00 08:45 156 163 319 20:45 73 71 144 698 732 1400 09:00 130 158 288 21:00 70 46 116 0.928 0.888 0.951 09:15 126 162 288 21:15 56 37 93 09:30 125 176 301 21:30 51 36 87 07:00 to 09:00 09:45 141 145 286 21:45 49 22 71 989 1107 2096 10:00 120 124 244 22:00 45 19 64 7:45 8:00 8:00 10:15 133 152 285 22:15 23 16 39 580 625 1195 10:30 122 181 303 22:30 33 18 51 0.873 0.883 0.919 10:45 178 172 350 22:45 12 11 23 11:00 121 136 257 23:00 25 14 39 16:00 to 18:00 11:15 127 168 295 23:15 12 12 24 1335 1200 2535 11:30 159 145 304 23:30 15 9 24 16:30 16:15 16:30 11:45 163 187 350 23:45 11 4 15 678 627 1304 TOTALS 0 0 2985 3333 6318 TOTALS 0 0 5621 5140 10761 0.942 0.901 0.962 SPLIT % 0% 0% 47% 53% 37% SPLIT % 0% 0% 52% 48% 63% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Point San Pedro Rd Bet. Aqua Vista Dr & Royal Ct DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 100 200 300 400 500 600 700 800 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:08/17/2023 Project #:CA23_080248_006 NB SB EB WB Total 0 0 6,613 6,579 13,192 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 12 3 15 12:00 132 149 281 00:00 01:00 29 7 36 00:15 12 1 13 12:15 125 159 284 01:00 02:00 13 3 16 00:30 5 0 5 12:30 133 106 239 02:00 03:00 5 1 6 00:45 0 3 3 12:45 142 131 273 03:00 04:00 8 8 16 01:00 2 1 3 13:00 120 120 240 04:00 05:00 8 3 11 01:15 4 0 4 13:15 113 140 253 05:00 06:00 89 35 124 01:30 3 1 4 13:30 102 132 234 06:00 07:00 147 134 281 01:45 4 1 5 13:45 109 121 230 07:00 08:00 248 382 630 02:00 1 0 1 14:00 119 131 250 08:00 09:00 426 471 897 02:15 4 0 4 14:15 127 140 267 09:00 10:00 414 490 904 02:30 0 1 1 14:30 134 153 287 10:00 11:00 420 490 910 02:45 0 0 0 14:45 136 149 285 11:00 12:00 464 486 950 03:00 0 1 1 15:00 103 139 242 12:00 13:00 532 545 1077 03:15 1 2 3 15:15 124 119 243 13:00 14:00 444 513 957 03:30 2 1 3 15:30 112 125 237 14:00 15:00 516 573 1089 03:45 5 4 9 15:45 129 84 213 15:00 16:00 468 467 935 04:00 0 0 0 16:00 142 120 262 16:00 17:00 528 474 1002 04:15 1 0 1 16:15 116 104 220 17:00 18:00 533 462 995 04:30 1 1 2 16:30 129 118 247 18:00 19:00 447 321 768 04:45 6 2 8 16:45 141 132 273 19:00 20:00 361 266 627 05:00 14 2 16 17:00 147 151 298 20:00 21:00 215 252 467 05:15 17 6 23 17:15 137 102 239 21:00 22:00 164 116 280 05:30 23 6 29 17:30 126 102 228 22:00 23:00 88 48 136 05:45 35 21 56 17:45 123 107 230 23:00 00:00 46 32 78 06:00 25 24 49 18:00 117 94 211 06:15 33 33 66 18:15 124 73 197 NB SB EB WB TOTAL 06:30 34 32 66 18:30 115 80 195 00:00 to 12:00 06:45 55 45 100 18:45 91 74 165 2271 2510 4781 07:00 41 73 114 19:00 90 77 167 11:00 8:45 11:00 07:15 68 72 140 19:15 101 63 164 464 504 950 07:30 58 118 176 19:30 95 65 160 0.811 0.933 0.816 07:45 81 119 200 19:45 75 61 136 08:00 103 108 211 20:00 61 75 136 12:00 to 00:00 08:15 106 111 217 20:15 52 62 114 4342 4069 8411 08:30 99 130 229 20:30 52 64 116 16:30 14:15 14:00 08:45 118 122 240 20:45 50 51 101 554 581 1089 09:00 104 118 222 21:00 57 37 94 0.942 0.949 0.949 09:15 96 129 225 21:15 44 33 77 09:30 103 135 238 21:30 26 30 56 07:00 to 09:00 09:45 111 108 219 21:45 37 16 53 674 853 1527 10:00 96 101 197 22:00 34 15 49 8:00 8:00 8:00 10:15 103 118 221 22:15 16 11 27 426 471 897 10:30 99 136 235 22:30 28 13 41 0.903 0.906 0.934 10:45 122 135 257 22:45 10 9 19 11:00 104 103 207 23:00 15 9 24 16:00 to 18:00 11:15 103 122 225 23:15 11 11 22 1061 936 1997 11:30 114 113 227 23:30 12 8 20 16:30 16:15 16:30 11:45 143 148 291 23:45 8 4 12 554 505 1057 TOTALS 0 0 2271 2510 4781 TOTALS 0 0 4342 4069 8411 0.942 0.836 0.887 SPLIT % 0% 0% 48% 52% 36% SPLIT % 0% 0% 52% 48% 64% Peak Volume Prepared by National Data & Surveying Services VOLUME Point San Pedro Rd W/O Loch Lomond Dr DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume 0 100 200 300 400 500 600 700 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:08/17/2023 Project #:CA23_080248_007 NB SB EB WB Total 0 0 9,568 9,355 18,923 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 13 4 17 12:00 192 237 429 00:00 01:00 34 17 51 00:15 13 3 16 12:15 187 188 375 01:00 02:00 21 15 36 00:30 6 7 13 12:30 200 150 350 02:00 03:00 7 7 14 00:45 2 3 5 12:45 185 174 359 03:00 04:00 11 9 20 01:00 2 3 5 13:00 166 171 337 04:00 05:00 14 22 36 01:15 9 5 14 13:15 173 190 363 05:00 06:00 101 85 186 01:30 6 4 10 13:30 164 168 332 06:00 07:00 190 211 401 01:45 4 3 7 13:45 190 162 352 07:00 08:00 463 551 1014 02:00 4 4 8 14:00 175 173 348 08:00 09:00 597 686 1283 02:15 3 0 3 14:15 182 198 380 09:00 10:00 571 709 1280 02:30 0 3 3 14:30 180 210 390 10:00 11:00 621 703 1324 02:45 0 0 0 14:45 200 167 367 11:00 12:00 667 714 1381 03:00 0 1 1 15:00 156 173 329 12:00 13:00 764 749 1513 03:15 1 4 5 15:15 194 186 380 13:00 14:00 693 691 1384 03:30 5 1 6 15:30 153 176 329 14:00 15:00 737 748 1485 03:45 5 3 8 15:45 205 145 350 15:00 16:00 708 680 1388 04:00 0 3 3 16:00 179 160 339 16:00 17:00 741 650 1391 04:15 2 3 5 16:15 179 167 346 17:00 18:00 739 666 1405 04:30 4 7 11 16:30 178 164 342 18:00 19:00 609 483 1092 04:45 8 9 17 16:45 205 159 364 19:00 20:00 507 366 873 05:00 14 8 22 17:00 171 194 365 20:00 21:00 316 311 627 05:15 22 20 42 17:15 198 165 363 21:00 22:00 260 163 423 05:30 32 24 56 17:30 181 144 325 22:00 23:00 126 75 201 05:45 33 33 66 17:45 189 163 352 23:00 00:00 71 44 115 06:00 30 44 74 18:00 166 138 304 06:15 40 53 93 18:15 189 120 309 NB SB EB WB TOTAL 06:30 55 46 101 18:30 134 119 253 00:00 to 12:00 06:45 65 68 133 18:45 120 106 226 3297 3729 7026 07:00 65 103 168 19:00 134 98 232 10:45 10:30 10:45 07:15 104 115 219 19:15 137 105 242 678 738 1385 07:30 115 156 271 19:30 134 86 220 0.874 0.937 0.888 07:45 179 177 356 19:45 102 77 179 08:00 132 156 288 20:00 83 78 161 12:00 to 00:00 08:15 142 161 303 20:15 86 65 151 6271 5626 11897 08:30 156 185 341 20:30 72 88 160 12:00 12:00 12:00 08:45 167 184 351 20:45 75 80 155 764 749 1513 09:00 148 180 328 21:00 81 54 135 0.955 0.790 0.882 09:15 142 171 313 21:15 60 49 109 09:30 129 199 328 21:30 63 35 98 07:00 to 09:00 09:45 152 159 311 21:45 56 25 81 1060 1237 2297 10:00 140 140 280 22:00 50 21 71 7:45 8:00 7:45 10:15 150 170 320 22:15 25 16 41 609 686 1288 10:30 137 197 334 22:30 34 20 54 0.851 0.927 0.904 10:45 194 196 390 22:45 17 18 35 11:00 153 152 305 23:00 28 17 45 16:00 to 18:00 11:15 139 193 332 23:15 17 13 30 1480 1316 2796 11:30 192 166 358 23:30 14 8 22 16:45 16:15 16:30 11:45 183 203 386 23:45 12 6 18 755 684 1434 TOTALS 0 0 3297 3729 7026 TOTALS 0 0 6271 5626 11897 0.921 0.881 0.982 SPLIT % 0% 0% 47% 53% 37% SPLIT % 0% 0% 53% 47% 63% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Point San Pedro Rd/3rd St W/O Embarcadero Way DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 100 200 300 400 500 600 700 800 900 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:09/19/2023 Project #:CA23_080248_008 NB SB EB WB Total 3,560 2,754 0 0 6,314 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 0 0 12:00 85 54 139 00:00 01:00 1 1 2 00:15 0 0 0 12:15 75 48 123 01:00 02:00 2 1 3 00:30 0 0 0 12:30 67 62 129 02:00 03:00 5 4 9 00:45 1 1 2 12:45 67 60 127 03:00 04:00 12 16 28 01:00 0 1 1 13:00 66 59 125 04:00 05:00 27 30 57 01:15 0 0 0 13:15 79 54 133 05:00 06:00 52 116 168 01:30 2 0 2 13:30 63 48 111 06:00 07:00 234 229 463 01:45 0 0 0 13:45 64 62 126 07:00 08:00 373 248 621 02:00 0 2 2 14:00 71 43 114 08:00 09:00 331 228 559 02:15 2 1 3 14:15 59 34 93 09:00 10:00 246 235 481 02:30 1 0 1 14:30 83 51 134 10:00 11:00 303 208 511 02:45 2 1 3 14:45 87 49 136 11:00 12:00 295 214 509 03:00 1 1 2 15:00 72 47 119 12:00 13:00 294 224 518 03:15 3 0 3 15:15 52 50 102 13:00 14:00 272 223 495 03:30 4 6 10 15:30 57 44 101 14:00 15:00 300 177 477 03:45 4 9 13 15:45 67 36 103 15:00 16:00 248 177 425 04:00 6 5 11 16:00 66 35 101 16:00 17:00 213 140 353 04:15 5 6 11 16:15 49 40 89 17:00 18:00 154 93 247 04:30 5 9 14 16:30 51 33 84 18:00 19:00 69 59 128 04:45 11 10 21 16:45 47 32 79 19:00 20:00 47 35 82 05:00 14 14 28 17:00 48 32 80 20:00 21:00 39 43 82 05:15 11 29 40 17:15 38 25 63 21:00 22:00 23 28 51 05:30 9 29 38 17:30 32 19 51 22:00 23:00 14 15 29 05:45 18 44 62 17:45 36 17 53 23:00 00:00 6 10 16 06:00 40 33 73 18:00 23 17 40 06:15 53 51 104 18:15 14 19 33 NB SB EB WB TOTAL 06:30 61 60 121 18:30 13 12 25 00:00 to 12:00 06:45 80 85 165 18:45 19 11 30 1881 1530 3411 07:00 80 69 149 19:00 14 7 21 7:15 6:45 6:45 07:15 104 71 175 19:15 12 10 22 385 288 636 07:30 84 63 147 19:30 16 10 26 0.917 0.847 0.909 07:45 105 45 150 19:45 5 8 13 08:00 92 57 149 20:00 6 15 21 12:00 to 00:00 08:15 76 48 124 20:15 11 13 24 1679 1224 2903 08:30 88 61 149 20:30 12 8 20 14:15 12:30 12:00 08:45 75 62 137 20:45 10 7 17 301 235 518 09:00 54 68 122 21:00 5 5 10 0.865 0.948 0.932 09:15 48 56 104 21:15 5 8 13 09:30 65 58 123 21:30 6 8 14 07:00 to 09:00 09:45 79 53 132 21:45 7 7 14 704 476 1180 10:00 88 48 136 22:00 5 3 8 7:15 7:00 7:00 10:15 70 51 121 22:15 3 5 8 385 248 621 10:30 69 60 129 22:30 1 1 2 0.917 0.873 0.887 10:45 76 49 125 22:45 5 6 11 11:00 74 64 138 23:00 1 2 3 16:00 to 18:00 11:15 72 46 118 23:15 1 2 3 367 233 600 11:30 73 63 136 23:30 1 2 3 16:00 16:00 16:00 11:45 76 41 117 23:45 3 4 7 213 140 353 TOTALS 1881 1530 0 0 3411 TOTALS 1679 1224 0 0 2903 0.807 0.875 0.874 SPLIT % 55% 45% 0% 0% 54% SPLIT % 58% 42% 0% 0% 46% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Andersen Dr S/O Simms St/Jacoby St DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 50 100 150 200 250 300 350 400 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:09/19/2023 Project #:CA23_080248_009 NB SB EB WB Total 0 0 7,327 13,578 20,905 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 2 4 6 12:00 136 267 403 00:00 01:00 7 23 30 00:15 3 7 10 12:15 134 261 395 01:00 02:00 7 16 23 00:30 1 7 8 12:30 136 233 369 02:00 03:00 10 15 25 00:45 1 5 6 12:45 115 225 340 03:00 04:00 12 28 40 01:00 2 4 6 13:00 156 231 387 04:00 05:00 48 71 119 01:15 3 6 9 13:15 136 256 392 05:00 06:00 115 220 335 01:30 1 4 5 13:30 134 254 388 06:00 07:00 298 613 911 01:45 1 2 3 13:45 130 235 365 07:00 08:00 462 1313 1775 02:00 3 1 4 14:00 117 238 355 08:00 09:00 484 1154 1638 02:15 3 2 5 14:15 129 203 332 09:00 10:00 552 1123 1675 02:30 3 6 9 14:30 136 224 360 10:00 11:00 492 1042 1534 02:45 1 6 7 14:45 120 246 366 11:00 12:00 519 1047 1566 03:00 0 0 0 15:00 170 251 421 12:00 13:00 521 986 1507 03:15 0 7 7 15:15 123 225 348 13:00 14:00 556 976 1532 03:30 7 10 17 15:30 152 220 372 14:00 15:00 502 911 1413 03:45 5 11 16 15:45 151 196 347 15:00 16:00 596 892 1488 04:00 11 6 17 16:00 170 209 379 16:00 17:00 718 797 1515 04:15 9 10 19 16:15 205 183 388 17:00 18:00 566 703 1269 04:30 7 22 29 16:30 168 204 372 18:00 19:00 384 620 1004 04:45 21 33 54 16:45 175 201 376 19:00 20:00 205 421 626 05:00 18 37 55 17:00 153 192 345 20:00 21:00 135 296 431 05:15 32 40 72 17:15 146 191 337 21:00 22:00 86 175 261 05:30 26 48 74 17:30 151 158 309 22:00 23:00 31 99 130 05:45 39 95 134 17:45 116 162 278 23:00 00:00 21 37 58 06:00 44 75 119 18:00 127 173 300 06:15 64 121 185 18:15 103 174 277 NB SB EB WB TOTAL 06:30 74 185 259 18:30 89 127 216 00:00 to 12:00 06:45 116 232 348 18:45 65 146 211 3006 6665 9671 07:00 118 275 393 19:00 62 121 183 9:00 7:15 7:15 07:15 107 337 444 19:15 63 108 171 552 1365 1838 07:30 120 354 474 19:30 41 103 144 0.868 0.964 0.969 07:45 117 347 464 19:45 39 89 128 08:00 129 327 456 20:00 43 87 130 12:00 to 00:00 08:15 112 318 430 20:15 46 82 128 4321 6913 11234 08:30 122 229 351 20:30 21 67 88 16:00 12:00 13:00 08:45 121 280 401 20:45 25 60 85 718 986 1532 09:00 159 283 442 21:00 25 51 76 0.876 0.923 0.977 09:15 122 268 390 21:15 22 33 55 09:30 149 268 417 21:30 15 53 68 07:00 to 09:00 09:45 122 304 426 21:45 24 38 62 946 2467 3413 10:00 135 274 409 22:00 12 25 37 8:00 7:15 7:15 10:15 140 259 399 22:15 8 29 37 484 1365 1838 10:30 105 268 373 22:30 3 22 25 0.938 0.964 0.969 10:45 112 241 353 22:45 8 23 31 11:00 118 266 384 23:00 4 11 15 16:00 to 18:00 11:15 129 251 380 23:15 6 10 16 1284 1500 2784 11:30 147 261 408 23:30 5 8 13 16:00 16:00 16:00 11:45 125 269 394 23:45 6 8 14 718 797 1515 TOTALS 0 0 3006 6665 9671 TOTALS 0 0 4321 6913 11234 0.876 0.953 0.976 SPLIT % 0% 0% 31% 69% 46% SPLIT % 0% 0% 38% 62% 54% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Andersen Dr Bet. Francisco Blvd W & Ballam Blvd DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 200 400 600 800 1000 1200 1400 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:09/07/2023 Project #:CA23_080248_010 NB SB EB WB Total 0 0 3,190 4,200 7,390 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 4 1 5 12:00 56 67 123 00:00 01:00 5 6 11 00:15 1 0 1 12:15 56 84 140 01:00 02:00 4 7 11 00:30 0 3 3 12:30 49 81 130 02:00 03:00 1 1 2 00:45 0 2 2 12:45 66 93 159 03:00 04:00 8 5 13 01:00 4 3 7 13:00 55 69 124 04:00 05:00 7 17 24 01:15 0 3 3 13:15 47 84 131 05:00 06:00 37 30 67 01:30 0 0 0 13:30 50 75 125 06:00 07:00 67 94 161 01:45 0 1 1 13:45 49 89 138 07:00 08:00 176 244 420 02:00 1 1 2 14:00 63 83 146 08:00 09:00 264 316 580 02:15 0 0 0 14:15 68 61 129 09:00 10:00 316 245 561 02:30 0 0 0 14:30 69 97 166 10:00 11:00 193 313 506 02:45 0 0 0 14:45 63 90 153 11:00 12:00 240 375 615 03:00 0 1 1 15:00 65 105 170 12:00 13:00 227 325 552 03:15 2 0 2 15:15 73 93 166 13:00 14:00 201 317 518 03:30 5 1 6 15:30 71 83 154 14:00 15:00 263 331 594 03:45 1 3 4 15:45 87 75 162 15:00 16:00 296 356 652 04:00 1 4 5 16:00 78 79 157 16:00 17:00 335 335 670 04:15 1 5 6 16:15 81 86 167 17:00 18:00 213 318 531 04:30 1 2 3 16:30 87 74 161 18:00 19:00 132 190 322 04:45 4 6 10 16:45 89 96 185 19:00 20:00 84 133 217 05:00 5 4 9 17:00 80 98 178 20:00 21:00 57 102 159 05:15 3 2 5 17:15 63 93 156 21:00 22:00 35 77 112 05:30 8 8 16 17:30 39 74 113 22:00 23:00 17 47 64 05:45 21 16 37 17:45 31 53 84 23:00 00:00 12 16 28 06:00 13 12 25 18:00 41 45 86 06:15 9 20 29 18:15 34 47 81 NB SB EB WB TOTAL 06:30 16 20 36 18:30 27 56 83 00:00 to 12:00 06:45 29 42 71 18:45 30 42 72 1318 1653 2971 07:00 33 48 81 19:00 22 50 72 8:45 11:00 11:00 07:15 32 56 88 19:15 28 31 59 342 375 615 07:30 49 61 110 19:30 20 23 43 0.929 0.901 0.955 07:45 62 79 141 19:45 14 29 43 08:00 71 81 152 20:00 11 36 47 12:00 to 00:00 08:15 46 82 128 20:15 20 18 38 1872 2547 4419 08:30 69 89 158 20:30 12 32 44 16:15 14:30 16:15 08:45 78 64 142 20:45 14 16 30 337 385 691 09:00 92 59 151 21:00 14 21 35 0.947 0.917 0.934 09:15 92 66 158 21:15 6 17 23 09:30 80 55 135 21:30 8 18 26 07:00 to 09:00 09:45 52 65 117 21:45 7 21 28 440 560 1000 10:00 55 81 136 22:00 2 18 20 8:00 7:45 8:00 10:15 47 74 121 22:15 6 6 12 264 331 580 10:30 37 74 111 22:30 7 20 27 0.846 0.930 0.918 10:45 54 84 138 22:45 2 3 5 11:00 58 89 147 23:00 1 5 6 16:00 to 18:00 11:15 74 86 160 23:15 2 2 4 548 653 1201 11:30 51 96 147 23:30 2 6 8 16:15 16:30 16:15 11:45 57 104 161 23:45 7 3 10 337 361 691 TOTALS 0 0 1318 1653 2971 TOTALS 0 0 1872 2547 4419 0.947 0.921 0.934 SPLIT % 0% 0% 44% 56% 40% SPLIT % 0% 0% 42% 58% 60% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Andersen Dr Bet. Lindaro St & Irwin St DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 50 100 150 200 250 300 350 400 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:08/17/2023 Project #:CA23_080248_011 NB SB EB WB Total 1,282 1,895 0 0 3,177 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 2 8 10 12:00 24 46 70 00:00 01:00 10 19 29 00:15 3 5 8 12:15 23 24 47 01:00 02:00 2 6 8 00:30 0 2 2 12:30 27 32 59 02:00 03:00 1 2 3 00:45 5 4 9 12:45 24 31 55 03:00 04:00 2 1 3 01:00 0 1 1 13:00 29 39 68 04:00 05:00 7 6 13 01:15 2 3 5 13:15 18 24 42 05:00 06:00 20 12 32 01:30 0 1 1 13:30 14 27 41 06:00 07:00 34 49 83 01:45 0 1 1 13:45 24 34 58 07:00 08:00 76 77 153 02:00 1 1 2 14:00 15 33 48 08:00 09:00 95 183 278 02:15 0 0 0 14:15 21 25 46 09:00 10:00 80 113 193 02:30 0 1 1 14:30 26 26 52 10:00 11:00 77 106 183 02:45 0 0 0 14:45 18 16 34 11:00 12:00 79 110 189 03:00 0 0 0 15:00 22 38 60 12:00 13:00 98 133 231 03:15 0 1 1 15:15 14 34 48 13:00 14:00 85 124 209 03:30 0 0 0 15:30 22 27 49 14:00 15:00 80 100 180 03:45 2 0 2 15:45 22 29 51 15:00 16:00 80 128 208 04:00 3 1 4 16:00 30 32 62 16:00 17:00 98 142 240 04:15 0 0 0 16:15 23 34 57 17:00 18:00 105 156 261 04:30 4 2 6 16:30 20 38 58 18:00 19:00 84 148 232 04:45 0 3 3 16:45 25 38 63 19:00 20:00 59 80 139 05:00 2 1 3 17:00 33 38 71 20:00 21:00 43 82 125 05:15 5 4 9 17:15 19 35 54 21:00 22:00 40 70 110 05:30 5 5 10 17:30 24 47 71 22:00 23:00 20 34 54 05:45 8 2 10 17:45 29 36 65 23:00 00:00 7 14 21 06:00 4 6 10 18:00 25 48 73 06:15 3 9 12 18:15 20 35 55 NB SB EB WB TOTAL 06:30 9 11 20 18:30 16 35 51 00:00 to 12:00 06:45 18 23 41 18:45 23 30 53 483 684 1167 07:00 13 14 27 19:00 14 18 32 8:00 8:15 8:00 07:15 16 18 34 19:15 10 23 33 95 185 278 07:30 23 23 46 19:30 20 24 44 0.913 0.712 0.772 07:45 24 22 46 19:45 15 15 30 08:00 25 36 61 20:00 6 13 19 12:00 to 00:00 08:15 19 40 59 20:15 15 31 46 799 1211 2010 08:30 26 42 68 20:30 8 19 27 17:00 17:15 17:30 08:45 25 65 90 20:45 14 19 33 105 166 264 09:00 21 38 59 21:00 14 18 32 0.795 0.865 0.904 09:15 17 24 41 21:15 8 24 32 09:30 19 19 38 21:30 10 20 30 07:00 to 09:00 09:45 23 32 55 21:45 8 8 16 171 260 431 10:00 21 26 47 22:00 5 9 14 8:00 8:00 8:00 10:15 15 30 45 22:15 8 10 18 95 183 278 10:30 27 33 60 22:30 3 5 8 0.913 0.704 0.772 10:45 14 17 31 22:45 4 10 14 11:00 26 25 51 23:00 3 6 9 16:00 to 18:00 11:15 20 28 48 23:15 1 4 5 203 298 501 11:30 18 20 38 23:30 2 3 5 17:00 16:45 17:00 11:45 15 37 52 23:45 1 1 2 105 158 261 TOTALS 483 684 0 0 1167 TOTALS 799 1211 0 0 2010 0.795 0.840 0.919 SPLIT % 41% 59% 0% 0% 37% SPLIT % 40% 60% 0% 0% 63% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME B St Bet. Albert Park Ln & Treanor St DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 20 40 60 80 100 120 140 160 180 200 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:08/17/2023 Project #:CA23_080248_012 NB SB EB WB Total 85 83 0 0 168 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 0 0 12:00 2 4 6 00:00 01:00 0 0 0 00:15 0 0 0 12:15 1 1 2 01:00 02:00 0 0 0 00:30 0 0 0 12:30 2 1 3 02:00 03:00 0 0 0 00:45 0 0 0 12:45 0 4 4 03:00 04:00 0 0 0 01:00 0 0 0 13:00 3 3 6 04:00 05:00 0 0 0 01:15 0 0 0 13:15 1 0 1 05:00 06:00 1 2 3 01:30 0 0 0 13:30 0 0 0 06:00 07:00 0 2 2 01:45 0 0 0 13:45 2 0 2 07:00 08:00 2 5 7 02:00 0 0 0 14:00 0 0 0 08:00 09:00 6 8 14 02:15 0 0 0 14:15 1 1 2 09:00 10:00 5 5 10 02:30 0 0 0 14:30 1 4 5 10:00 11:00 9 4 13 02:45 0 0 0 14:45 1 2 3 11:00 12:00 2 5 7 03:00 0 0 0 15:00 4 0 4 12:00 13:00 5 10 15 03:15 0 0 0 15:15 6 2 8 13:00 14:00 6 3 9 03:30 0 0 0 15:30 1 5 6 14:00 15:00 3 7 10 03:45 0 0 0 15:45 3 1 4 15:00 16:00 14 8 22 04:00 0 0 0 16:00 2 0 2 16:00 17:00 10 8 18 04:15 0 0 0 16:15 3 4 7 17:00 18:00 3 6 9 04:30 0 0 0 16:30 1 2 3 18:00 19:00 11 5 16 04:45 0 0 0 16:45 4 2 6 19:00 20:00 2 4 6 05:00 1 1 2 17:00 2 3 5 20:00 21:00 2 0 2 05:15 0 0 0 17:15 1 1 2 21:00 22:00 4 0 4 05:30 0 1 1 17:30 0 1 1 22:00 23:00 0 1 1 05:45 0 0 0 17:45 0 1 1 23:00 00:00 0 0 0 06:00 0 1 1 18:00 3 1 4 06:15 0 0 0 18:15 1 1 2 NB SB EB WB TOTAL 06:30 0 0 0 18:30 4 3 7 00:00 to 12:00 06:45 0 1 1 18:45 3 0 3 25 31 56 07:00 0 2 2 19:00 0 1 1 10:00 8:00 10:15 07:15 0 2 2 19:15 0 1 1 9 8 15 07:30 1 1 2 19:30 1 2 3 0.281 0.667 0.375 07:45 1 0 1 19:45 1 0 1 08:00 1 1 2 20:00 1 0 1 12:00 to 00:00 08:15 2 2 4 20:15 1 0 1 60 52 112 08:30 2 2 4 20:30 0 0 0 15:00 16:15 15:00 08:45 1 3 4 20:45 0 0 0 14 11 22 09:00 1 0 1 21:00 3 0 3 0.583 0.688 0.688 09:15 2 2 4 21:15 1 0 1 09:30 0 3 3 21:30 0 0 0 07:00 to 09:00 09:45 2 0 2 21:45 0 0 0 8 13 21 10:00 1 0 1 22:00 0 1 1 7:45 8:00 8:00 10:15 0 0 0 22:15 0 0 0 6 8 14 10:30 0 2 2 22:30 0 0 0 0.750 0.667 0.875 10:45 8 2 10 22:45 0 0 0 11:00 1 2 3 23:00 0 0 0 16:00 to 18:00 11:15 0 0 0 23:15 0 0 0 13 14 27 11:30 0 1 1 23:30 0 0 0 16:00 16:15 16:15 11:45 1 2 3 23:45 0 0 0 10 11 21 TOTALS 25 31 0 0 56 TOTALS 60 52 0 0 112 0.625 0.688 0.750 SPLIT % 45% 55% 0% 0% 33% SPLIT % 54% 46% 0% 0% 67% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Balboa Ave N/O Las Casas Dr DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 2 4 6 8 10 12 14 16 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:08/17/2023 Project #:CA23_080248_013 NB SB EB WB Total 2,458 2,850 0 0 5,308 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 1 1 12:00 66 59 125 00:00 01:00 6 3 9 00:15 2 0 2 12:15 82 59 141 01:00 02:00 2 1 3 00:30 4 1 5 12:30 54 70 124 02:00 03:00 2 3 5 00:45 0 1 1 12:45 50 63 113 03:00 04:00 2 1 3 01:00 0 0 0 13:00 39 52 91 04:00 05:00 4 12 16 01:15 0 1 1 13:15 37 54 91 05:00 06:00 21 40 61 01:30 0 0 0 13:30 33 51 84 06:00 07:00 45 87 132 01:45 2 0 2 13:45 45 50 95 07:00 08:00 73 154 227 02:00 0 0 0 14:00 48 50 98 08:00 09:00 177 312 489 02:15 0 1 1 14:15 52 47 99 09:00 10:00 229 235 464 02:30 1 1 2 14:30 42 33 75 10:00 11:00 205 214 419 02:45 1 1 2 14:45 37 57 94 11:00 12:00 287 220 507 03:00 0 0 0 15:00 40 41 81 12:00 13:00 252 251 503 03:15 0 1 1 15:15 37 50 87 13:00 14:00 154 207 361 03:30 2 0 2 15:30 31 52 83 14:00 15:00 179 187 366 03:45 0 0 0 15:45 40 42 82 15:00 16:00 148 185 333 04:00 1 2 3 16:00 51 55 106 16:00 17:00 199 195 394 04:15 0 0 0 16:15 50 58 108 17:00 18:00 144 179 323 04:30 2 2 4 16:30 45 47 92 18:00 19:00 102 113 215 04:45 1 8 9 16:45 53 35 88 19:00 20:00 97 109 206 05:00 4 4 8 17:00 38 54 92 20:00 21:00 76 75 151 05:15 7 7 14 17:15 40 42 82 21:00 22:00 29 41 70 05:30 3 12 15 17:30 35 44 79 22:00 23:00 19 14 33 05:45 7 17 24 17:45 31 39 70 23:00 00:00 6 12 18 06:00 4 18 22 18:00 33 35 68 06:15 6 19 25 18:15 30 31 61 NB SB EB WB TOTAL 06:30 16 23 39 18:30 24 25 49 00:00 to 12:00 06:45 19 27 46 18:45 15 22 37 1053 1282 2335 07:00 18 32 50 19:00 29 40 69 11:00 8:00 11:00 07:15 11 26 37 19:15 27 19 46 287 312 507 07:30 19 41 60 19:30 21 36 57 0.908 0.929 0.918 07:45 25 55 80 19:45 20 14 34 08:00 40 80 120 20:00 21 32 53 12:00 to 00:00 08:15 43 77 120 20:15 19 19 38 1405 1568 2973 08:30 41 84 125 20:30 23 14 37 12:00 12:00 12:00 08:45 53 71 124 20:45 13 10 23 252 251 503 09:00 64 63 127 21:00 8 16 24 0.768 0.896 0.892 09:15 59 59 118 21:15 11 11 22 09:30 49 49 98 21:30 7 8 15 07:00 to 09:00 09:45 57 64 121 21:45 3 6 9 250 466 716 10:00 46 50 96 22:00 7 6 13 8:00 8:00 8:00 10:15 57 55 112 22:15 7 2 9 177 312 489 10:30 53 51 104 22:30 2 3 5 0.835 0.929 0.978 10:45 49 58 107 22:45 3 3 6 11:00 59 45 104 23:00 0 2 2 16:00 to 18:00 11:15 77 61 138 23:15 2 3 5 343 374 717 11:30 79 55 134 23:30 2 1 3 16:00 16:00 16:00 11:45 72 59 131 23:45 2 6 8 199 195 394 TOTALS 1053 1282 0 0 2335 TOTALS 1405 1568 0 0 2973 0.939 0.841 0.912 SPLIT % 45% 55% 0% 0% 44% SPLIT % 47% 53% 0% 0% 56% Peak Volume Prepared by National Data & Surveying Services VOLUME Civic Center Dr S/O Mclnnis Pkwy DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume 0 50 100 150 200 250 300 350 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:08/17/2023 Project #:CA23_080248_014 NB SB EB WB Total 5,065 4,158 0 0 9,223 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 5 9 14 12:00 107 80 187 00:00 01:00 13 28 41 00:15 5 6 11 12:15 95 87 182 01:00 02:00 15 10 25 00:30 1 6 7 12:30 82 62 144 02:00 03:00 11 8 19 00:45 2 7 9 12:45 84 78 162 03:00 04:00 5 4 9 01:00 6 3 9 13:00 78 84 162 04:00 05:00 15 8 23 01:15 4 0 4 13:15 90 54 144 05:00 06:00 40 24 64 01:30 3 4 7 13:30 94 70 164 06:00 07:00 98 69 167 01:45 2 3 5 13:45 107 72 179 07:00 08:00 233 263 496 02:00 4 5 9 14:00 80 71 151 08:00 09:00 304 303 607 02:15 0 2 2 14:15 90 68 158 09:00 10:00 301 233 534 02:30 2 0 2 14:30 85 64 149 10:00 11:00 296 214 510 02:45 5 1 6 14:45 124 99 223 11:00 12:00 329 255 584 03:00 2 0 2 15:00 87 74 161 12:00 13:00 368 307 675 03:15 2 1 3 15:15 111 82 193 13:00 14:00 369 280 649 03:30 1 1 2 15:30 108 82 190 14:00 15:00 379 302 681 03:45 0 2 2 15:45 107 94 201 15:00 16:00 413 332 745 04:00 4 3 7 16:00 123 73 196 16:00 17:00 513 287 800 04:15 3 1 4 16:15 110 88 198 17:00 18:00 432 333 765 04:30 3 2 5 16:30 142 51 193 18:00 19:00 330 269 599 04:45 5 2 7 16:45 138 75 213 19:00 20:00 227 201 428 05:00 6 3 9 17:00 113 79 192 20:00 21:00 175 177 352 05:15 5 4 9 17:15 116 89 205 21:00 22:00 119 131 250 05:30 13 9 22 17:30 81 81 162 22:00 23:00 51 79 130 05:45 16 8 24 17:45 122 84 206 23:00 00:00 29 41 70 06:00 10 6 16 18:00 93 74 167 06:15 24 13 37 18:15 95 66 161 NB SB EB WB TOTAL 06:30 26 20 46 18:30 75 78 153 00:00 to 12:00 06:45 38 30 68 18:45 67 51 118 1660 1419 3079 07:00 42 36 78 19:00 61 48 109 10:45 7:30 7:45 07:15 45 62 107 19:15 68 60 128 330 326 621 07:30 67 77 144 19:30 51 48 99 0.897 0.926 0.930 07:45 79 88 167 19:45 47 45 92 08:00 63 85 148 20:00 50 30 80 12:00 to 00:00 08:15 75 76 151 20:15 47 45 92 3405 2739 6144 08:30 100 55 155 20:30 43 47 90 16:00 14:45 16:30 08:45 66 87 153 20:45 35 55 90 513 337 803 09:00 80 70 150 21:00 35 45 80 0.903 0.851 0.942 09:15 60 54 114 21:15 31 30 61 09:30 76 50 126 21:30 28 29 57 07:00 to 09:00 09:45 85 59 144 21:45 25 27 52 537 566 1103 10:00 73 52 125 22:00 18 22 40 7:45 7:30 7:45 10:15 66 51 117 22:15 14 23 37 317 326 621 10:30 74 61 135 22:30 9 20 29 0.793 0.926 0.930 10:45 83 50 133 22:45 10 14 24 11:00 91 58 149 23:00 10 15 25 16:00 to 18:00 11:15 64 61 125 23:15 7 11 18 945 620 1565 11:30 92 63 155 23:30 5 7 12 16:00 17:00 16:30 11:45 82 73 155 23:45 7 8 15 513 333 803 TOTALS 1660 1419 0 0 3079 TOTALS 3405 2739 0 0 6144 0.903 0.935 0.942 SPLIT % 54% 46% 0% 0% 33% SPLIT % 55% 45% 0% 0% 67% Peak Volume Prepared by National Data & Surveying Services VOLUME D St Bet. Ross St & Frances St DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume 0 100 200 300 400 500 600 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:08/29/2023 Project #:CA23_080248_015 NB SB EB WB Total 1,664 1,495 0 0 3,159 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 1 1 12:00 44 19 63 00:00 01:00 0 3 3 00:15 0 1 1 12:15 33 30 63 01:00 02:00 2 1 3 00:30 0 0 0 12:30 26 36 62 02:00 03:00 1 0 1 00:45 0 1 1 12:45 29 32 61 03:00 04:00 1 3 4 01:00 0 0 0 13:00 40 35 75 04:00 05:00 4 1 5 01:15 1 0 1 13:15 30 34 64 05:00 06:00 14 7 21 01:30 0 1 1 13:30 38 34 72 06:00 07:00 65 55 120 01:45 1 0 1 13:45 28 36 64 07:00 08:00 115 80 195 02:00 0 0 0 14:00 42 40 82 08:00 09:00 140 109 249 02:15 1 0 1 14:15 26 37 63 09:00 10:00 123 94 217 02:30 0 0 0 14:30 40 36 76 10:00 11:00 134 99 233 02:45 0 0 0 14:45 36 27 63 11:00 12:00 129 112 241 03:00 1 0 1 15:00 37 38 75 12:00 13:00 132 117 249 03:15 0 1 1 15:15 17 29 46 13:00 14:00 136 139 275 03:30 0 1 1 15:30 33 32 65 14:00 15:00 144 140 284 03:45 0 1 1 15:45 20 23 43 15:00 16:00 107 122 229 04:00 0 0 0 16:00 21 33 54 16:00 17:00 130 136 266 04:15 2 0 2 16:15 32 35 67 17:00 18:00 112 96 208 04:30 0 0 0 16:30 33 41 74 18:00 19:00 73 56 129 04:45 2 1 3 16:45 44 27 71 19:00 20:00 54 61 115 05:00 2 1 3 17:00 29 26 55 20:00 21:00 27 38 65 05:15 3 2 5 17:15 27 21 48 21:00 22:00 11 13 24 05:30 3 3 6 17:30 28 31 59 22:00 23:00 5 9 14 05:45 6 1 7 17:45 28 18 46 23:00 00:00 5 4 9 06:00 7 8 15 18:00 16 18 34 06:15 15 9 24 18:15 15 15 30 NB SB EB WB TOTAL 06:30 19 15 34 18:30 26 11 37 00:00 to 12:00 06:45 24 23 47 18:45 16 12 28 728 564 1292 07:00 26 19 45 19:00 19 15 34 7:30 9:30 7:45 07:15 24 20 44 19:15 11 12 23 153 112 258 07:30 29 23 52 19:30 13 18 31 0.683 0.700 0.806 07:45 36 18 54 19:45 11 16 27 08:00 56 24 80 20:00 8 13 21 12:00 to 00:00 08:15 32 37 69 20:15 8 11 19 936 931 1867 08:30 26 29 55 20:30 6 6 12 14:00 13:45 13:45 08:45 26 19 45 20:45 5 8 13 144 149 285 09:00 36 20 56 21:00 3 3 6 0.857 0.931 0.869 09:15 27 17 44 21:15 1 4 5 09:30 31 33 64 21:30 3 4 7 07:00 to 09:00 09:45 29 24 53 21:45 4 2 6 255 189 444 10:00 28 15 43 22:00 2 3 5 7:30 8:00 7:45 10:15 40 40 80 22:15 1 3 4 153 109 258 10:30 34 18 52 22:30 1 0 1 0.683 0.736 0.806 10:45 32 26 58 22:45 1 3 4 11:00 35 22 57 23:00 2 3 5 16:00 to 18:00 11:15 27 29 56 23:15 1 0 1 242 232 474 11:30 28 21 49 23:30 1 1 2 16:15 16:00 16:15 11:45 39 40 79 23:45 1 0 1 138 136 267 TOTALS 728 564 0 0 1292 TOTALS 936 931 0 0 1867 0.784 0.829 0.902 SPLIT % 56% 44% 0% 0% 41% SPLIT % 50% 50% 0% 0% 59% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Du Bois St Bet. Rice Dr & Andersen Dr DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 20 40 60 80 100 120 140 160 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:09/19/2023 Project #:CA23_080248_016 NB SB EB WB Total 0 0 1,208 2,018 3,226 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 2 1 3 12:00 13 25 38 00:00 01:00 2 4 6 00:15 0 1 1 12:15 29 32 61 01:00 02:00 1 0 1 00:30 0 2 2 12:30 17 27 44 02:00 03:00 2 2 4 00:45 0 0 0 12:45 24 27 51 03:00 04:00 0 4 4 01:00 0 0 0 13:00 22 32 54 04:00 05:00 0 4 4 01:15 0 0 0 13:15 27 32 59 05:00 06:00 5 11 16 01:30 0 0 0 13:30 15 30 45 06:00 07:00 23 26 49 01:45 1 0 1 13:45 27 30 57 07:00 08:00 63 139 202 02:00 1 1 2 14:00 26 27 53 08:00 09:00 86 196 282 02:15 0 0 0 14:15 25 38 63 09:00 10:00 74 98 172 02:30 1 0 1 14:30 16 39 55 10:00 11:00 66 109 175 02:45 0 1 1 14:45 26 54 80 11:00 12:00 88 108 196 03:00 0 1 1 15:00 25 40 65 12:00 13:00 83 111 194 03:15 0 1 1 15:15 30 48 78 13:00 14:00 91 124 215 03:30 0 2 2 15:30 29 41 70 14:00 15:00 93 158 251 03:45 0 0 0 15:45 30 61 91 15:00 16:00 114 190 304 04:00 0 0 0 16:00 19 64 83 16:00 17:00 98 230 328 04:15 0 0 0 16:15 29 52 81 17:00 18:00 120 206 326 04:30 0 2 2 16:30 25 59 84 18:00 19:00 77 122 199 04:45 0 2 2 16:45 25 55 80 19:00 20:00 51 84 135 05:00 0 0 0 17:00 24 65 89 20:00 21:00 39 35 74 05:15 0 0 0 17:15 35 35 70 21:00 22:00 18 30 48 05:30 0 6 6 17:30 28 57 85 22:00 23:00 8 16 24 05:45 5 5 10 17:45 33 49 82 23:00 00:00 6 11 17 06:00 2 1 3 18:00 37 39 76 06:15 4 5 9 18:15 18 33 51 NB SB EB WB TOTAL 06:30 9 6 15 18:30 11 25 36 00:00 to 12:00 06:45 8 14 22 18:45 11 25 36 410 701 1111 07:00 10 10 20 19:00 21 26 47 11:00 7:30 7:30 07:15 19 35 54 19:15 12 23 35 88 205 285 07:30 15 47 62 19:30 9 19 28 0.846 0.869 0.858 07:45 19 47 66 19:45 9 16 25 08:00 22 52 74 20:00 10 10 20 12:00 to 00:00 08:15 24 59 83 20:15 13 4 17 798 1317 2115 08:30 11 43 54 20:30 11 13 24 17:15 15:45 15:45 08:45 29 42 71 20:45 5 8 13 133 236 339 09:00 20 19 39 21:00 9 11 20 0.899 0.922 0.931 09:15 11 26 37 21:15 5 7 12 09:30 23 27 50 21:30 1 6 7 07:00 to 09:00 09:45 20 26 46 21:45 3 6 9 149 335 484 10:00 18 27 45 22:00 3 6 9 8:00 7:30 7:30 10:15 18 31 49 22:15 3 2 5 86 205 285 10:30 14 27 41 22:30 0 5 5 0.741 0.869 0.858 10:45 16 24 40 22:45 2 3 5 11:00 15 27 42 23:00 2 8 10 16:00 to 18:00 11:15 26 22 48 23:15 0 1 1 218 436 654 11:30 21 22 43 23:30 3 0 3 17:00 16:15 16:15 11:45 26 37 63 23:45 1 2 3 120 231 334 TOTALS 0 0 410 701 1111 TOTALS 0 0 798 1317 2115 0.857 0.888 0.938 SPLIT % 0% 0% 37% 63% 34% SPLIT % 0% 0% 38% 62% 66% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME 5th Ave Bet. Irwin St & Grand Ave DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 50 100 150 200 250 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:08/17/2023 Project #:CA23_080248_017 NB SB EB WB Total 2,484 2,406 0 0 4,890 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 4 0 4 12:00 58 54 112 00:00 01:00 12 3 15 00:15 5 3 8 12:15 52 45 97 01:00 02:00 7 3 10 00:30 1 0 1 12:30 42 44 86 02:00 03:00 6 3 9 00:45 2 0 2 12:45 35 49 84 03:00 04:00 1 4 5 01:00 4 0 4 13:00 42 52 94 04:00 05:00 4 2 6 01:15 1 0 1 13:15 34 49 83 05:00 06:00 16 35 51 01:30 0 1 1 13:30 29 41 70 06:00 07:00 31 60 91 01:45 2 2 4 13:45 35 40 75 07:00 08:00 105 152 257 02:00 3 1 4 14:00 47 40 87 08:00 09:00 156 198 354 02:15 2 0 2 14:15 47 41 88 09:00 10:00 142 173 315 02:30 0 2 2 14:30 44 35 79 10:00 11:00 184 164 348 02:45 1 0 1 14:45 34 59 93 11:00 12:00 151 198 349 03:00 0 0 0 15:00 36 44 80 12:00 13:00 187 192 379 03:15 0 1 1 15:15 50 57 107 13:00 14:00 140 182 322 03:30 0 3 3 15:30 48 40 88 14:00 15:00 172 175 347 03:45 1 0 1 15:45 52 52 104 15:00 16:00 186 193 379 04:00 0 0 0 16:00 43 43 86 16:00 17:00 205 160 365 04:15 2 1 3 16:15 62 38 100 17:00 18:00 237 157 394 04:30 1 1 2 16:30 40 41 81 18:00 19:00 171 141 312 04:45 1 0 1 16:45 60 38 98 19:00 20:00 137 86 223 05:00 2 2 4 17:00 61 39 100 20:00 21:00 107 64 171 05:15 3 11 14 17:15 72 36 108 21:00 22:00 74 33 107 05:30 4 11 15 17:30 47 40 87 22:00 23:00 27 15 42 05:45 7 11 18 17:45 57 42 99 23:00 00:00 26 13 39 06:00 4 9 13 18:00 51 48 99 06:15 6 18 24 18:15 43 35 78 NB SB EB WB TOTAL 06:30 11 15 26 18:30 39 35 74 00:00 to 12:00 06:45 10 18 28 18:45 38 23 61 815 995 1810 07:00 15 27 42 19:00 45 29 74 10:15 8:30 8:30 07:15 19 37 56 19:15 29 19 48 192 204 355 07:30 35 41 76 19:30 29 20 49 0.842 0.836 0.906 07:45 36 47 83 19:45 34 18 52 08:00 40 45 85 20:00 30 20 50 12:00 to 00:00 08:15 38 39 77 20:15 28 14 42 1669 1411 3080 08:30 45 53 98 20:30 25 20 45 16:45 14:45 17:00 08:45 33 61 94 20:45 24 10 34 240 200 394 09:00 33 49 82 21:00 13 12 25 0.833 0.847 0.912 09:15 40 41 81 21:15 33 8 41 09:30 34 34 68 21:30 15 9 24 07:00 to 09:00 09:45 35 49 84 21:45 13 4 17 261 350 611 10:00 35 52 87 22:00 9 2 11 7:45 8:00 8:00 10:15 44 47 91 22:15 2 6 8 159 198 354 10:30 57 32 89 22:30 10 5 15 0.883 0.811 0.903 10:45 48 33 81 22:45 6 2 8 11:00 43 40 83 23:00 8 3 11 16:00 to 18:00 11:15 40 39 79 23:15 5 2 7 442 317 759 11:30 41 48 89 23:30 5 5 10 16:45 16:00 17:00 11:45 27 71 98 23:45 8 3 11 240 160 394 TOTALS 815 995 0 0 1810 TOTALS 1669 1411 0 0 3080 0.833 0.930 0.912 SPLIT % 45% 55% 0% 0% 37% SPLIT % 54% 46% 0% 0% 63% Peak Volume Prepared by National Data & Surveying Services VOLUME 5th Ave S/O Davenport Ct DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume 0 50 100 150 200 250 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:08/17/2023 Project #:CA23_080248_018 NB SB EB WB Total 0 0 4,106 4,657 8,763 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 7 6 13 12:00 75 68 143 00:00 01:00 21 15 36 00:15 7 6 13 12:15 88 94 182 01:00 02:00 7 12 19 00:30 5 3 8 12:30 91 86 177 02:00 03:00 9 4 13 00:45 2 0 2 12:45 79 95 174 03:00 04:00 4 14 18 01:00 2 3 5 13:00 71 90 161 04:00 05:00 10 24 34 01:15 2 4 6 13:15 80 77 157 05:00 06:00 29 63 92 01:30 1 2 3 13:30 93 95 188 06:00 07:00 62 99 161 01:45 2 3 5 13:45 90 107 197 07:00 08:00 144 219 363 02:00 4 1 5 14:00 84 81 165 08:00 09:00 236 348 584 02:15 3 1 4 14:15 87 85 172 09:00 10:00 256 310 566 02:30 1 1 2 14:30 89 70 159 10:00 11:00 287 319 606 02:45 1 1 2 14:45 72 93 165 11:00 12:00 313 334 647 03:00 1 3 4 15:00 76 96 172 12:00 13:00 333 343 676 03:15 0 5 5 15:15 84 84 168 13:00 14:00 334 369 703 03:30 1 0 1 15:30 85 82 167 14:00 15:00 332 329 661 03:45 2 6 8 15:45 87 100 187 15:00 16:00 332 362 694 04:00 4 3 7 16:00 87 92 179 16:00 17:00 328 387 715 04:15 4 7 11 16:15 72 87 159 17:00 18:00 283 329 612 04:30 1 9 10 16:30 87 100 187 18:00 19:00 226 246 472 04:45 1 5 6 16:45 82 108 190 19:00 20:00 184 205 389 05:00 3 15 18 17:00 66 76 142 20:00 21:00 140 126 266 05:15 6 7 13 17:15 76 85 161 21:00 22:00 128 117 245 05:30 9 17 26 17:30 67 84 151 22:00 23:00 74 57 131 05:45 11 24 35 17:45 74 84 158 23:00 00:00 34 26 60 06:00 10 16 26 18:00 66 66 132 06:15 13 22 35 18:15 57 76 133 NB SB EB WB TOTAL 06:30 16 31 47 18:30 54 50 104 00:00 to 12:00 06:45 23 30 53 18:45 49 54 103 1378 1761 3139 07:00 26 38 64 19:00 56 58 114 11:00 8:15 11:00 07:15 22 59 81 19:15 56 63 119 313 363 647 07:30 37 47 84 19:30 26 47 73 0.921 0.825 0.865 07:45 59 75 134 19:45 46 37 83 08:00 48 65 113 20:00 28 30 58 12:00 to 00:00 08:15 59 91 150 20:15 35 31 66 2728 2896 5624 08:30 68 82 150 20:30 43 26 69 13:30 16:00 13:30 08:45 61 110 171 20:45 34 39 73 354 387 722 09:00 72 80 152 21:00 43 27 70 0.952 0.896 0.916 09:15 55 86 141 21:15 33 33 66 09:30 52 72 124 21:30 18 36 54 07:00 to 09:00 09:45 77 72 149 21:45 34 21 55 380 567 947 10:00 77 65 142 22:00 23 21 44 8:00 8:00 8:00 10:15 66 95 161 22:15 18 12 30 236 348 584 10:30 73 79 152 22:30 19 17 36 0.868 0.791 0.854 10:45 71 80 151 22:45 14 7 21 11:00 71 70 141 23:00 11 8 19 16:00 to 18:00 11:15 79 85 164 23:15 8 7 15 611 716 1327 11:30 78 77 155 23:30 7 6 13 16:00 16:00 16:00 11:45 85 102 187 23:45 8 5 13 328 387 715 TOTALS 0 0 1378 1761 3139 TOTALS 0 0 2728 2896 5624 0.943 0.896 0.941 SPLIT % 0% 0% 44% 56% 36% SPLIT % 0% 0% 49% 51% 64% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME 4th St Bet. F St & Shaver St DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 50 100 150 200 250 300 350 400 450 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:08/17/2023 Project #:CA23_080248_019 NB SB EB WB Total 0 0 19,127 19,011 38,138 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 42 24 66 12:00 346 335 681 00:00 01:00 91 69 160 00:15 24 22 46 12:15 379 335 714 01:00 02:00 30 34 64 00:30 16 14 30 12:30 360 356 716 02:00 03:00 28 25 53 00:45 9 9 18 12:45 322 313 635 03:00 04:00 29 31 60 01:00 8 10 18 13:00 355 340 695 04:00 05:00 73 78 151 01:15 12 11 23 13:15 350 351 701 05:00 06:00 203 173 376 01:30 6 7 13 13:30 358 307 665 06:00 07:00 518 533 1051 01:45 4 6 10 13:45 328 355 683 07:00 08:00 1037 1010 2047 02:00 5 6 11 14:00 370 319 689 08:00 09:00 1353 1241 2594 02:15 10 5 15 14:15 318 345 663 09:00 10:00 1363 1249 2612 02:30 3 6 9 14:30 357 295 652 10:00 11:00 1307 1125 2432 02:45 10 8 18 14:45 359 334 693 11:00 12:00 1377 1251 2628 03:00 3 9 12 15:00 358 377 735 12:00 13:00 1407 1339 2746 03:15 6 7 13 15:15 393 380 773 13:00 14:00 1391 1353 2744 03:30 8 6 14 15:30 388 319 707 14:00 15:00 1404 1293 2697 03:45 12 9 21 15:45 343 364 707 15:00 16:00 1482 1440 2922 04:00 19 11 30 16:00 333 362 695 16:00 17:00 1397 1588 2985 04:15 13 15 28 16:15 378 399 777 17:00 18:00 1289 1443 2732 04:30 13 27 40 16:30 378 347 725 18:00 19:00 1004 1204 2208 04:45 28 25 53 16:45 308 480 788 19:00 20:00 727 883 1610 05:00 34 24 58 17:00 381 350 731 20:00 21:00 669 681 1350 05:15 43 25 68 17:15 297 387 684 21:00 22:00 537 534 1071 05:30 52 44 96 17:30 315 371 686 22:00 23:00 284 294 578 05:45 74 80 154 17:45 296 335 631 23:00 00:00 127 140 267 06:00 111 70 181 18:00 269 334 603 06:15 114 107 221 18:15 254 319 573 NB SB EB WB TOTAL 06:30 112 156 268 18:30 252 278 530 00:00 to 12:00 06:45 181 200 381 18:45 229 273 502 7409 6819 14228 07:00 208 199 407 19:00 205 250 455 8:15 8:45 8:45 07:15 224 235 459 19:15 187 224 411 1444 1288 2714 07:30 282 274 556 19:30 164 210 374 0.958 0.976 0.972 07:45 323 302 625 19:45 171 199 370 08:00 274 331 605 20:00 160 194 354 12:00 to 00:00 08:15 328 290 618 20:15 186 156 342 11718 12192 23910 08:30 374 299 673 20:30 176 153 329 14:45 16:00 16:15 08:45 377 321 698 20:45 147 178 325 1498 1588 3021 09:00 365 330 695 21:00 158 161 319 0.953 0.827 0.958 09:15 319 326 645 21:15 121 130 251 09:30 365 311 676 21:30 138 129 267 07:00 to 09:00 09:45 314 282 596 21:45 120 114 234 2390 2251 4641 10:00 321 284 605 22:00 82 98 180 8:00 8:00 8:00 10:15 314 270 584 22:15 100 72 172 1353 1241 2594 10:30 336 268 604 22:30 61 67 128 0.897 0.937 0.929 10:45 336 303 639 22:45 41 57 98 11:00 338 290 628 23:00 42 40 82 16:00 to 18:00 11:15 343 301 644 23:15 31 37 68 2686 3031 5717 11:30 358 316 674 23:30 32 37 69 16:15 16:00 16:15 11:45 338 344 682 23:45 22 26 48 1445 1588 3021 TOTALS 0 0 7409 6819 14228 TOTALS 0 0 11718 12192 23910 0.948 0.827 0.958 SPLIT % 0% 0% 52% 48% 37% SPLIT % 0% 0% 49% 51% 63% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME 4th St Bet. Alexander Ave & Greenfield Ave DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 200 400 600 800 1000 1200 1400 1600 1800 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:09/19/2023 Project #:CA23_080248_020 NB SB EB WB Total 0 0 9,423 8,204 17,627 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 11 7 18 12:00 130 150 280 00:00 01:00 31 19 50 00:15 8 5 13 12:15 161 134 295 01:00 02:00 16 16 32 00:30 7 3 10 12:30 163 121 284 02:00 03:00 13 15 28 00:45 5 4 9 12:45 137 127 264 03:00 04:00 17 17 34 01:00 5 4 9 13:00 147 131 278 04:00 05:00 22 33 55 01:15 3 5 8 13:15 123 134 257 05:00 06:00 82 83 165 01:30 5 2 7 13:30 130 103 233 06:00 07:00 276 243 519 01:45 3 5 8 13:45 123 121 244 07:00 08:00 479 774 1253 02:00 8 6 14 14:00 147 124 271 08:00 09:00 698 645 1343 02:15 1 5 6 14:15 155 122 277 09:00 10:00 465 419 884 02:30 2 1 3 14:30 143 129 272 10:00 11:00 500 411 911 02:45 2 3 5 14:45 168 130 298 11:00 12:00 517 490 1007 03:00 6 2 8 15:00 159 128 287 12:00 13:00 591 532 1123 03:15 4 2 6 15:15 181 168 349 13:00 14:00 523 489 1012 03:30 1 6 7 15:30 185 171 356 14:00 15:00 613 505 1118 03:45 6 7 13 15:45 216 163 379 15:00 16:00 741 630 1371 04:00 7 5 12 16:00 261 155 416 16:00 17:00 1098 625 1723 04:15 2 7 9 16:15 295 137 432 17:00 18:00 964 738 1702 04:30 3 11 14 16:30 270 168 438 18:00 19:00 605 519 1124 04:45 10 10 20 16:45 272 165 437 19:00 20:00 429 353 782 05:00 18 11 29 17:00 266 208 474 20:00 21:00 337 284 621 05:15 8 19 27 17:15 245 174 419 21:00 22:00 215 197 412 05:30 20 21 41 17:30 231 180 411 22:00 23:00 122 94 216 05:45 36 32 68 17:45 222 176 398 23:00 00:00 69 73 142 06:00 42 35 77 18:00 197 131 328 06:15 50 40 90 18:15 136 138 274 NB SB EB WB TOTAL 06:30 85 56 141 18:30 138 126 264 00:00 to 12:00 06:45 99 112 211 18:45 134 124 258 3116 3165 6281 07:00 109 129 238 19:00 143 99 242 8:00 7:30 7:30 07:15 103 190 293 19:15 100 87 187 698 863 1482 07:30 112 219 331 19:30 96 101 197 0.959 0.914 0.948 07:45 155 236 391 19:45 90 66 156 08:00 170 205 375 20:00 105 72 177 12:00 to 00:00 08:15 182 203 385 20:15 74 74 148 6307 5039 11346 08:30 171 129 300 20:30 82 72 154 16:15 17:00 16:15 08:45 175 108 283 20:45 76 66 142 1103 738 1781 09:00 113 102 215 21:00 66 55 121 0.935 0.887 0.939 09:15 128 94 222 21:15 58 60 118 09:30 117 94 211 21:30 49 38 87 07:00 to 09:00 09:45 107 129 236 21:45 42 44 86 1177 1419 2596 10:00 141 114 255 22:00 48 30 78 8:00 7:30 7:30 10:15 111 103 214 22:15 28 26 54 698 863 1482 10:30 120 93 213 22:30 29 19 48 0.959 0.914 0.948 10:45 128 101 229 22:45 17 19 36 11:00 105 115 220 23:00 26 26 52 16:00 to 18:00 11:15 136 105 241 23:15 19 22 41 2062 1363 3425 11:30 139 128 267 23:30 15 11 26 16:15 17:00 16:15 11:45 137 142 279 23:45 9 14 23 1103 738 1781 TOTALS 0 0 3116 3165 6281 TOTALS 0 0 6307 5039 11346 0.935 0.887 0.939 SPLIT % 0% 0% 50% 50% 36% SPLIT % 0% 0% 56% 44% 64% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Francisco Blvd E W/O Yacht Club Dr DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 200 400 600 800 1000 1200 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:09/19/2023 Project #:CA23_080248_021 NB SB EB WB Total 0 8,650 0 0 8,650 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 3 3 12:00 163 163 00:00 01:00 13 13 00:15 4 4 12:15 157 157 01:00 02:00 14 14 00:30 3 3 12:30 187 187 02:00 03:00 27 27 00:45 3 3 12:45 189 189 03:00 04:00 51 51 01:00 3 3 13:00 175 175 04:00 05:00 43 43 01:15 4 4 13:15 165 165 05:00 06:00 105 105 01:30 3 3 13:30 179 179 06:00 07:00 362 362 01:45 4 4 13:45 170 170 07:00 08:00 589 589 02:00 7 7 14:00 171 171 08:00 09:00 643 643 02:15 2 2 14:15 156 156 09:00 10:00 626 626 02:30 7 7 14:30 173 173 10:00 11:00 662 662 02:45 11 11 14:45 174 174 11:00 12:00 644 644 03:00 4 4 15:00 144 144 12:00 13:00 696 696 03:15 9 9 15:15 137 137 13:00 14:00 689 689 03:30 11 11 15:30 143 143 14:00 15:00 674 674 03:45 27 27 15:45 161 161 15:00 16:00 585 585 04:00 9 9 16:00 148 148 16:00 17:00 590 590 04:15 7 7 16:15 140 140 17:00 18:00 570 570 04:30 15 15 16:30 168 168 18:00 19:00 426 426 04:45 12 12 16:45 134 134 19:00 20:00 320 320 05:00 16 16 17:00 185 185 20:00 21:00 197 197 05:15 20 20 17:15 153 153 21:00 22:00 79 79 05:30 19 19 17:30 116 116 22:00 23:00 24 24 05:45 50 50 17:45 116 116 23:00 00:00 21 21 06:00 63 63 18:00 115 115 06:15 79 79 18:15 110 110 NB SB EB WB TOTAL 06:30 90 90 18:30 108 108 00:00 to 12:00 06:45 130 130 18:45 93 93 3779 3779 07:00 118 118 19:00 94 94 9:45 9:45 07:15 149 149 19:15 89 89 669 669 07:30 150 150 19:30 84 84 0.950 0.950 07:45 172 172 19:45 53 53 08:00 178 178 20:00 72 72 12:00 to 00:00 08:15 142 142 20:15 51 51 4871 4871 08:30 157 157 20:30 39 39 12:30 12:30 08:45 166 166 20:45 35 35 716 716 09:00 164 164 21:00 30 30 0.947 0.947 09:15 144 144 21:15 22 22 09:30 144 144 21:30 19 19 07:00 to 09:00 09:45 174 174 21:45 8 8 1232 1232 10:00 153 153 22:00 5 5 7:15 7:15 10:15 166 166 22:15 7 7 649 649 10:30 176 176 22:30 6 6 0.912 0.912 10:45 167 167 22:45 6 6 11:00 149 149 23:00 2 2 16:00 to 18:00 11:15 164 164 23:15 3 3 1160 1160 11:30 160 160 23:30 10 10 16:30 16:30 11:45 171 171 23:45 6 6 640 640 TOTALS 0 3779 0 0 3779 TOTALS 0 4871 0 0 4871 0.865 0.865 SPLIT % 0% 100% 0% 0% 44% SPLIT % 0% 100% 0% 0% 56% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Francisco Blvd E Bet. Irene St & Castro Ave DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 100 200 300 400 500 600 700 800 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:08/29/2023 Project #:CA23_080248_022 NB SB EB WB Total 0 0 1,223 0 1,223 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 0 12:00 17 17 00:00 01:00 4 4 00:15 4 4 12:15 29 29 01:00 02:00 1 1 00:30 0 0 12:30 27 27 02:00 03:00 1 1 00:45 0 0 12:45 31 31 03:00 04:00 0 0 01:00 0 0 13:00 26 26 04:00 05:00 4 4 01:15 1 1 13:15 37 37 05:00 06:00 5 5 01:30 0 0 13:30 32 32 06:00 07:00 14 14 01:45 0 0 13:45 39 39 07:00 08:00 31 31 02:00 0 0 14:00 35 35 08:00 09:00 62 62 02:15 0 0 14:15 27 27 09:00 10:00 76 76 02:30 1 1 14:30 30 30 10:00 11:00 95 95 02:45 0 0 14:45 34 34 11:00 12:00 94 94 03:00 0 0 15:00 33 33 12:00 13:00 104 104 03:15 0 0 15:15 17 17 13:00 14:00 134 134 03:30 0 0 15:30 29 29 14:00 15:00 126 126 03:45 0 0 15:45 28 28 15:00 16:00 107 107 04:00 0 0 16:00 29 29 16:00 17:00 110 110 04:15 1 1 16:15 24 24 17:00 18:00 93 93 04:30 1 1 16:30 27 27 18:00 19:00 66 66 04:45 2 2 16:45 30 30 19:00 20:00 44 44 05:00 1 1 17:00 35 35 20:00 21:00 37 37 05:15 1 1 17:15 19 19 21:00 22:00 10 10 05:30 0 0 17:30 23 23 22:00 23:00 2 2 05:45 3 3 17:45 16 16 23:00 00:00 3 3 06:00 2 2 18:00 20 20 06:15 3 3 18:15 13 13 NB SB EB WB TOTAL 06:30 2 2 18:30 17 17 00:00 to 12:00 06:45 7 7 18:45 16 16 387 387 07:00 2 2 19:00 11 11 10:30 10:30 07:15 9 9 19:15 16 16 107 107 07:30 9 9 19:30 8 8 0.836 0.836 07:45 11 11 19:45 9 9 08:00 12 12 20:00 10 10 12:00 to 00:00 08:15 10 10 20:15 10 10 836 836 08:30 20 20 20:30 8 8 13:15 13:15 08:45 20 20 20:45 9 9 143 143 09:00 24 24 21:00 5 5 0.917 0.917 09:15 21 21 21:15 1 1 09:30 18 18 21:30 3 3 07:00 to 09:00 09:45 13 13 21:45 1 1 93 93 10:00 20 20 22:00 1 1 8:00 8:00 10:15 15 15 22:15 0 0 62 62 10:30 28 28 22:30 0 0 0.775 0.775 10:45 32 32 22:45 1 1 11:00 27 27 23:00 2 2 16:00 to 18:00 11:15 20 20 23:15 0 0 203 203 11:30 24 24 23:30 1 1 16:15 16:15 11:45 23 23 23:45 0 0 116 116 TOTALS 0 0 387 0 387 TOTALS 0 0 836 0 836 0.829 0.829 SPLIT % 0% 0% 100% 0% 32% SPLIT % 0% 0% 100% 0% 68% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Francisco Blvd W Bet. Irwin St & Rice Dr DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 20 40 60 80 100 120 140 160 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:09/19/2023 Project #:CA23_080248_023 NB SB EB WB Total 0 0 1,716 1,431 3,147 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 1 0 1 12:00 31 33 64 00:00 01:00 2 0 2 00:15 0 0 0 12:15 34 28 62 01:00 02:00 1 1 2 00:30 1 0 1 12:30 51 30 81 02:00 03:00 1 1 2 00:45 0 0 0 12:45 37 32 69 03:00 04:00 1 2 3 01:00 0 0 0 13:00 27 31 58 04:00 05:00 3 3 6 01:15 0 0 0 13:15 36 29 65 05:00 06:00 3 13 16 01:30 0 0 0 13:30 51 24 75 06:00 07:00 12 52 64 01:45 1 1 2 13:45 33 31 64 07:00 08:00 44 95 139 02:00 1 0 1 14:00 40 40 80 08:00 09:00 104 83 187 02:15 0 0 0 14:15 32 34 66 09:00 10:00 100 102 202 02:30 0 0 0 14:30 47 34 81 10:00 11:00 106 123 229 02:45 0 1 1 14:45 28 43 71 11:00 12:00 167 148 315 03:00 0 0 0 15:00 49 33 82 12:00 13:00 153 123 276 03:15 0 0 0 15:15 34 29 63 13:00 14:00 147 115 262 03:30 1 1 2 15:30 35 24 59 14:00 15:00 147 151 298 03:45 0 1 1 15:45 46 28 74 15:00 16:00 164 114 278 04:00 1 1 2 16:00 44 24 68 16:00 17:00 184 110 294 04:15 1 0 1 16:15 46 27 73 17:00 18:00 154 84 238 04:30 0 1 1 16:30 47 29 76 18:00 19:00 103 53 156 04:45 1 1 2 16:45 47 30 77 19:00 20:00 56 30 86 05:00 0 1 1 17:00 44 25 69 20:00 21:00 41 17 58 05:15 0 1 1 17:15 47 22 69 21:00 22:00 16 5 21 05:30 0 5 5 17:30 26 23 49 22:00 23:00 4 5 9 05:45 3 6 9 17:45 37 14 51 23:00 00:00 3 1 4 06:00 4 12 16 18:00 41 23 64 06:15 2 12 14 18:15 17 11 28 NB SB EB WB TOTAL 06:30 1 12 13 18:30 27 12 39 00:00 to 12:00 06:45 5 16 21 18:45 18 7 25 544 623 1167 07:00 9 21 30 19:00 16 8 24 11:00 11:00 11:00 07:15 4 22 26 19:15 14 5 19 167 148 315 07:30 10 21 31 19:30 11 8 19 0.888 0.841 0.865 07:45 21 31 52 19:45 15 9 24 08:00 21 24 45 20:00 18 5 23 12:00 to 00:00 08:15 22 24 46 20:15 13 5 18 1172 808 1980 08:30 23 16 39 20:30 8 5 13 16:30 14:00 14:15 08:45 38 19 57 20:45 2 2 4 185 151 300 09:00 31 24 55 21:00 4 1 5 0.984 0.878 0.915 09:15 26 26 52 21:15 5 1 6 09:30 21 19 40 21:30 4 1 5 07:00 to 09:00 09:45 22 33 55 21:45 3 2 5 148 178 326 10:00 28 26 54 22:00 0 3 3 8:00 7:30 8:00 10:15 34 33 67 22:15 2 0 2 104 100 187 10:30 17 38 55 22:30 0 1 1 0.684 0.806 0.820 10:45 27 26 53 22:45 2 1 3 11:00 35 35 70 23:00 0 0 0 16:00 to 18:00 11:15 42 39 81 23:15 1 0 1 338 194 532 11:30 43 30 73 23:30 2 0 2 16:30 16:15 16:15 11:45 47 44 91 23:45 0 1 1 185 111 295 TOTALS 0 0 544 623 1167 TOTALS 0 0 1172 808 1980 0.984 0.925 0.958 SPLIT % 0% 0% 47% 53% 37% SPLIT % 0% 0% 59% 41% 63% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Francisco Blvd W Bet. Rice Dr & US 101 SB Off Ramp DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 20 40 60 80 100 120 140 160 180 200 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:08/29/2023 Project #:CA23_080248_024 NB SB EB WB Total 2,595 2,194 0 0 4,789 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 1 1 2 12:00 42 30 72 00:00 01:00 3 3 6 00:15 2 1 3 12:15 56 45 101 01:00 02:00 2 3 5 00:30 0 1 1 12:30 62 57 119 02:00 03:00 2 2 4 00:45 0 0 0 12:45 52 37 89 03:00 04:00 1 1 2 01:00 0 0 0 13:00 44 30 74 04:00 05:00 6 2 8 01:15 1 0 1 13:15 36 37 73 05:00 06:00 19 12 31 01:30 1 2 3 13:30 38 39 77 06:00 07:00 37 26 63 01:45 0 1 1 13:45 58 37 95 07:00 08:00 112 96 208 02:00 2 0 2 14:00 38 47 85 08:00 09:00 243 150 393 02:15 0 2 2 14:15 49 33 82 09:00 10:00 155 121 276 02:30 0 0 0 14:30 38 46 84 10:00 11:00 206 113 319 02:45 0 0 0 14:45 50 60 110 11:00 12:00 157 167 324 03:00 0 0 0 15:00 42 43 85 12:00 13:00 212 169 381 03:15 0 0 0 15:15 44 44 88 13:00 14:00 176 143 319 03:30 0 0 0 15:30 53 39 92 14:00 15:00 175 186 361 03:45 1 1 2 15:45 69 43 112 15:00 16:00 208 169 377 04:00 0 0 0 16:00 75 66 141 16:00 17:00 244 207 451 04:15 0 0 0 16:15 64 49 113 17:00 18:00 219 198 417 04:30 1 1 2 16:30 43 47 90 18:00 19:00 159 170 329 04:45 5 1 6 16:45 62 45 107 19:00 20:00 108 117 225 05:00 0 1 1 17:00 59 43 102 20:00 21:00 69 70 139 05:15 1 0 1 17:15 50 43 93 21:00 22:00 48 44 92 05:30 7 3 10 17:30 66 51 117 22:00 23:00 25 19 44 05:45 11 8 19 17:45 44 61 105 23:00 00:00 9 6 15 06:00 7 5 12 18:00 43 49 92 06:15 8 5 13 18:15 36 43 79 NB SB EB WB TOTAL 06:30 7 6 13 18:30 36 32 68 00:00 to 12:00 06:45 15 10 25 18:45 44 46 90 943 696 1639 07:00 18 17 35 19:00 31 42 73 8:15 7:45 8:00 07:15 30 21 51 19:15 26 20 46 244 167 393 07:30 35 18 53 19:30 26 24 50 0.792 0.684 0.954 07:45 29 40 69 19:45 25 31 56 08:00 42 61 103 20:00 18 24 42 12:00 to 00:00 08:15 55 39 94 20:15 14 23 37 1652 1498 3150 08:30 69 27 96 20:30 20 14 34 15:30 16:00 15:30 08:45 77 23 100 20:45 17 9 26 261 207 458 09:00 43 31 74 21:00 13 12 25 0.870 0.784 0.812 09:15 24 32 56 21:15 15 7 22 09:30 48 23 71 21:30 11 10 21 07:00 to 09:00 09:45 40 35 75 21:45 9 15 24 355 246 601 10:00 43 23 66 22:00 11 6 17 8:00 7:45 8:00 10:15 59 25 84 22:15 8 4 12 243 167 393 10:30 70 34 104 22:30 2 5 7 0.789 0.684 0.954 10:45 34 31 65 22:45 4 4 8 11:00 40 42 82 23:00 3 2 5 16:00 to 18:00 11:15 36 45 81 23:15 4 2 6 463 405 868 11:30 44 35 79 23:30 0 2 2 16:00 16:00 16:00 11:45 37 45 82 23:45 2 0 2 244 207 451 TOTALS 943 696 0 0 1639 TOTALS 1652 1498 0 0 3150 0.813 0.784 0.800 SPLIT % 58% 42% 0% 0% 34% SPLIT % 52% 48% 0% 0% 66% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Grand Ave Bet. Watt Ave & Jewell St DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 50 100 150 200 250 300 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:08/29/2023 Project #:CA23_080248_025 NB SB EB WB Total 0 12,419 0 0 12,419 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 8 8 12:00 226 226 00:00 01:00 25 25 00:15 4 4 12:15 200 200 01:00 02:00 33 33 00:30 7 7 12:30 229 229 02:00 03:00 21 21 00:45 6 6 12:45 218 218 03:00 04:00 35 35 01:00 13 13 13:00 207 207 04:00 05:00 94 94 01:15 3 3 13:15 217 217 05:00 06:00 289 289 01:30 9 9 13:30 181 181 06:00 07:00 507 507 01:45 8 8 13:45 201 201 07:00 08:00 800 800 02:00 2 2 14:00 175 175 08:00 09:00 929 929 02:15 6 6 14:15 173 173 09:00 10:00 819 819 02:30 5 5 14:30 219 219 10:00 11:00 837 837 02:45 8 8 14:45 211 211 11:00 12:00 782 782 03:00 3 3 15:00 221 221 12:00 13:00 873 873 03:15 3 3 15:15 225 225 13:00 14:00 806 806 03:30 9 9 15:30 202 202 14:00 15:00 778 778 03:45 20 20 15:45 219 219 15:00 16:00 867 867 04:00 15 15 16:00 242 242 16:00 17:00 907 907 04:15 15 15 16:15 243 243 17:00 18:00 838 838 04:30 26 26 16:30 207 207 18:00 19:00 756 756 04:45 38 38 16:45 215 215 19:00 20:00 589 589 05:00 39 39 17:00 225 225 20:00 21:00 375 375 05:15 66 66 17:15 211 211 21:00 22:00 248 248 05:30 70 70 17:30 216 216 22:00 23:00 140 140 05:45 114 114 17:45 186 186 23:00 00:00 71 71 06:00 73 73 18:00 190 190 06:15 87 87 18:15 181 181 NB SB EB WB TOTAL 06:30 151 151 18:30 145 145 00:00 to 12:00 06:45 196 196 18:45 240 240 5171 5171 07:00 199 199 19:00 186 186 8:15 8:15 07:15 174 174 19:15 156 156 938 938 07:30 211 211 19:30 119 119 0.965 0.965 07:45 216 216 19:45 128 128 08:00 215 215 20:00 101 101 12:00 to 00:00 08:15 236 236 20:15 112 112 7248 7248 08:30 243 243 20:30 74 74 15:45 15:45 08:45 235 235 20:45 88 88 911 911 09:00 224 224 21:00 73 73 0.937 0.937 09:15 194 194 21:15 66 66 09:30 191 191 21:30 58 58 07:00 to 09:00 09:45 210 210 21:45 51 51 1729 1729 10:00 220 220 22:00 38 38 8:00 8:00 10:15 208 208 22:15 42 42 929 929 10:30 212 212 22:30 36 36 0.956 0.956 10:45 197 197 22:45 24 24 11:00 177 177 23:00 25 25 16:00 to 18:00 11:15 189 189 23:15 18 18 1745 1745 11:30 210 210 23:30 15 15 16:00 16:00 11:45 206 206 23:45 13 13 907 907 TOTALS 0 5171 0 0 5171 TOTALS 0 7248 0 0 7248 0.933 0.933 SPLIT % 0% 100% 0% 0% 42% SPLIT % 0% 100% 0% 0% 58% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Hetherton St Bet. 5th Ave & Mission Ave DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 100 200 300 400 500 600 700 800 900 1000 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:08/29/2023 Project #:CA23_080248_026 NB SB EB WB Total 16,478 0 0 0 16,478 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 22 22 12:00 278 278 00:00 01:00 66 66 00:15 18 18 12:15 290 290 01:00 02:00 33 33 00:30 18 18 12:30 332 332 02:00 03:00 26 26 00:45 8 8 12:45 291 291 03:00 04:00 16 16 01:00 8 8 13:00 278 278 04:00 05:00 28 28 01:15 10 10 13:15 304 304 05:00 06:00 162 162 01:30 10 10 13:30 310 310 06:00 07:00 377 377 01:45 5 5 13:45 287 287 07:00 08:00 855 855 02:00 5 5 14:00 300 300 08:00 09:00 1073 1073 02:15 10 10 14:15 319 319 09:00 10:00 1049 1049 02:30 7 7 14:30 315 315 10:00 11:00 1012 1012 02:45 4 4 14:45 306 306 11:00 12:00 1114 1114 03:00 5 5 15:00 305 305 12:00 13:00 1191 1191 03:15 3 3 15:15 336 336 13:00 14:00 1179 1179 03:30 4 4 15:30 321 321 14:00 15:00 1240 1240 03:45 4 4 15:45 331 331 15:00 16:00 1293 1293 04:00 3 3 16:00 290 290 16:00 17:00 1238 1238 04:15 4 4 16:15 321 321 17:00 18:00 1268 1268 04:30 8 8 16:30 281 281 18:00 19:00 1058 1058 04:45 13 13 16:45 346 346 19:00 20:00 747 747 05:00 23 23 17:00 314 314 20:00 21:00 605 605 05:15 35 35 17:15 347 347 21:00 22:00 486 486 05:30 34 34 17:30 308 308 22:00 23:00 243 243 05:45 70 70 17:45 299 299 23:00 00:00 119 119 06:00 58 58 18:00 285 285 06:15 75 75 18:15 269 269 NB SB EB WB TOTAL 06:30 106 106 18:30 268 268 00:00 to 12:00 06:45 138 138 18:45 236 236 5811 5811 07:00 153 153 19:00 206 206 11:00 11:00 07:15 224 224 19:15 189 189 1114 1114 07:30 222 222 19:30 197 197 0.916 0.916 07:45 256 256 19:45 155 155 08:00 301 301 20:00 157 157 12:00 to 00:00 08:15 234 234 20:15 153 153 10667 10667 08:30 242 242 20:30 152 152 16:45 16:45 08:45 296 296 20:45 143 143 1315 1315 09:00 320 320 21:00 134 134 0.947 0.947 09:15 219 219 21:15 129 129 09:30 272 272 21:30 105 105 07:00 to 09:00 09:45 238 238 21:45 118 118 1928 1928 10:00 255 255 22:00 74 74 8:00 8:00 10:15 264 264 22:15 74 74 1073 1073 10:30 257 257 22:30 54 54 0.891 0.891 10:45 236 236 22:45 41 41 11:00 259 259 23:00 31 31 16:00 to 18:00 11:15 276 276 23:15 35 35 2506 2506 11:30 275 275 23:30 30 30 16:45 16:45 11:45 304 304 23:45 23 23 1315 1315 TOTALS 5811 0 0 0 5811 TOTALS 10667 0 0 0 10667 0.947 0.947 SPLIT % 100% 0% 0% 0% 35% SPLIT % 100% 0% 0% 0% 65% Peak Volume Prepared by National Data & Surveying Services VOLUME Irwin St Bet. 4th St & 5th Ave DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume 0 200 400 600 800 1000 1200 1400 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:09/19/2023 Project #:CA23_080248_027 NB SB EB WB Total 6,856 0 0 0 6,856 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 7 7 12:00 161 161 00:00 01:00 18 18 00:15 7 7 12:15 137 137 01:00 02:00 12 12 00:30 3 3 12:30 136 136 02:00 03:00 16 16 00:45 1 1 12:45 144 144 03:00 04:00 22 22 01:00 5 5 13:00 147 147 04:00 05:00 17 17 01:15 2 2 13:15 145 145 05:00 06:00 40 40 01:30 4 4 13:30 142 142 06:00 07:00 127 127 01:45 1 1 13:45 149 149 07:00 08:00 338 338 02:00 5 5 14:00 100 100 08:00 09:00 417 417 02:15 2 2 14:15 129 129 09:00 10:00 443 443 02:30 4 4 14:30 164 164 10:00 11:00 425 425 02:45 5 5 14:45 123 123 11:00 12:00 549 549 03:00 2 2 15:00 150 150 12:00 13:00 578 578 03:15 7 7 15:15 130 130 13:00 14:00 583 583 03:30 6 6 15:30 142 142 14:00 15:00 516 516 03:45 7 7 15:45 118 118 15:00 16:00 540 540 04:00 1 1 16:00 154 154 16:00 17:00 579 579 04:15 3 3 16:15 145 145 17:00 18:00 560 560 04:30 8 8 16:30 129 129 18:00 19:00 358 358 04:45 5 5 16:45 151 151 19:00 20:00 299 299 05:00 5 5 17:00 155 155 20:00 21:00 207 207 05:15 3 3 17:15 158 158 21:00 22:00 121 121 05:30 18 18 17:30 123 123 22:00 23:00 62 62 05:45 14 14 17:45 124 124 23:00 00:00 29 29 06:00 22 22 18:00 92 92 06:15 23 23 18:15 94 94 NB SB EB WB TOTAL 06:30 38 38 18:30 95 95 00:00 to 12:00 06:45 44 44 18:45 77 77 2424 2424 07:00 58 58 19:00 75 75 11:00 11:00 07:15 90 90 19:15 85 85 549 549 07:30 80 80 19:30 66 66 0.863 0.863 07:45 110 110 19:45 73 73 08:00 104 104 20:00 71 71 12:00 to 00:00 08:15 91 91 20:15 55 55 4432 4432 08:30 115 115 20:30 43 43 16:30 16:30 08:45 107 107 20:45 38 38 593 593 09:00 88 88 21:00 34 34 0.938 0.938 09:15 117 117 21:15 28 28 09:30 114 114 21:30 43 43 07:00 to 09:00 09:45 124 124 21:45 16 16 755 755 10:00 107 107 22:00 22 22 7:45 7:45 10:15 103 103 22:15 13 13 420 420 10:30 106 106 22:30 15 15 0.913 0.913 10:45 109 109 22:45 12 12 11:00 124 124 23:00 14 14 16:00 to 18:00 11:15 136 136 23:15 4 4 1139 1139 11:30 130 130 23:30 6 6 16:30 16:30 11:45 159 159 23:45 5 5 593 593 TOTALS 2424 0 0 0 2424 TOTALS 4432 0 0 0 4432 0.938 0.938 SPLIT % 100% 0% 0% 0% 35% SPLIT % 100% 0% 0% 0% 65% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Kerner Blvd Bet. Bellam Blvd & Irene St DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 100 200 300 400 500 600 700 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:09/19/2023 Project #:CA23_080248_028 NB SB EB WB Total 1,631 1,576 0 0 3,207 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 5 0 5 12:00 19 21 40 00:00 01:00 10 3 13 00:15 3 2 5 12:15 8 15 23 01:00 02:00 4 4 8 00:30 1 0 1 12:30 12 9 21 02:00 03:00 1 1 2 00:45 1 1 2 12:45 16 18 34 03:00 04:00 5 4 9 01:00 2 1 3 13:00 17 6 23 04:00 05:00 1 9 10 01:15 0 1 1 13:15 13 13 26 05:00 06:00 13 29 42 01:30 2 0 2 13:30 13 11 24 06:00 07:00 53 102 155 01:45 0 2 2 13:45 16 13 29 07:00 08:00 98 97 195 02:00 1 0 1 14:00 14 11 25 08:00 09:00 116 100 216 02:15 0 0 0 14:15 33 19 52 09:00 10:00 79 88 167 02:30 0 0 0 14:30 24 14 38 10:00 11:00 56 63 119 02:45 0 1 1 14:45 19 28 47 11:00 12:00 64 78 142 03:00 1 0 1 15:00 24 25 49 12:00 13:00 55 63 118 03:15 2 0 2 15:15 26 23 49 13:00 14:00 59 43 102 03:30 2 1 3 15:30 20 23 43 14:00 15:00 90 72 162 03:45 0 3 3 15:45 27 26 53 15:00 16:00 97 97 194 04:00 0 1 1 16:00 31 31 62 16:00 17:00 156 127 283 04:15 0 2 2 16:15 32 25 57 17:00 18:00 189 143 332 04:30 0 1 1 16:30 55 34 89 18:00 19:00 158 149 307 04:45 1 5 6 16:45 38 37 75 19:00 20:00 93 118 211 05:00 3 4 7 17:00 41 29 70 20:00 21:00 96 84 180 05:15 1 6 7 17:15 56 34 90 21:00 22:00 63 57 120 05:30 3 6 9 17:30 51 40 91 22:00 23:00 53 32 85 05:45 6 13 19 17:45 41 40 81 23:00 00:00 22 13 35 06:00 9 19 28 18:00 37 43 80 06:15 13 22 35 18:15 45 38 83 NB SB EB WB TOTAL 06:30 15 34 49 18:30 42 33 75 00:00 to 12:00 06:45 16 27 43 18:45 34 35 69 500 578 1078 07:00 21 28 49 19:00 21 35 56 7:30 6:15 7:30 07:15 19 19 38 19:15 32 27 59 128 111 231 07:30 28 20 48 19:30 17 29 46 0.780 0.816 0.825 07:45 30 30 60 19:45 23 27 50 08:00 41 29 70 20:00 23 20 43 12:00 to 00:00 08:15 29 24 53 20:15 29 30 59 1131 998 2129 08:30 23 25 48 20:30 20 12 32 16:30 17:30 17:15 08:45 23 22 45 20:45 24 22 46 190 161 342 09:00 21 15 36 21:00 17 14 31 0.848 0.936 0.940 09:15 21 19 40 21:15 17 28 45 09:30 23 24 47 21:30 11 6 17 07:00 to 09:00 09:45 14 30 44 21:45 18 9 27 214 197 411 10:00 12 9 21 22:00 20 8 28 7:30 7:45 7:30 10:15 18 23 41 22:15 10 9 19 128 108 231 10:30 18 20 38 22:30 15 9 24 0.780 0.900 0.825 10:45 8 11 19 22:45 8 6 14 11:00 13 18 31 23:00 9 5 14 16:00 to 18:00 11:15 12 19 31 23:15 5 3 8 345 270 615 11:30 23 22 45 23:30 3 2 5 16:30 17:00 17:00 11:45 16 19 35 23:45 5 3 8 190 143 332 TOTALS 500 578 0 0 1078 TOTALS 1131 998 0 0 2129 0.848 0.894 0.912 SPLIT % 46% 54% 0% 0% 34% SPLIT % 53% 47% 0% 0% 66% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Kerner Blvd Bet. Canal St & Marian Ct DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 20 40 60 80 100 120 140 160 180 200 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:08/29/2023 Project #:CA23_080248_029 NB SB EB WB Total 0 0 706 643 1,349 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 1 1 12:00 18 13 31 00:00 01:00 2 2 4 00:15 0 0 0 12:15 13 8 21 01:00 02:00 0 1 1 00:30 2 1 3 12:30 11 16 27 02:00 03:00 0 0 0 00:45 0 0 0 12:45 12 12 24 03:00 04:00 1 0 1 01:00 0 0 0 13:00 13 18 31 04:00 05:00 1 0 1 01:15 0 0 0 13:15 15 7 22 05:00 06:00 8 6 14 01:30 0 0 0 13:30 9 4 13 06:00 07:00 18 6 24 01:45 0 1 1 13:45 11 8 19 07:00 08:00 64 37 101 02:00 0 0 0 14:00 17 3 20 08:00 09:00 76 91 167 02:15 0 0 0 14:15 17 11 28 09:00 10:00 40 35 75 02:30 0 0 0 14:30 18 13 31 10:00 11:00 41 33 74 02:45 0 0 0 14:45 17 16 33 11:00 12:00 34 41 75 03:00 1 0 1 15:00 13 20 33 12:00 13:00 54 49 103 03:15 0 0 0 15:15 21 13 34 13:00 14:00 48 37 85 03:30 0 0 0 15:30 14 11 25 14:00 15:00 69 43 112 03:45 0 0 0 15:45 12 10 22 15:00 16:00 60 54 114 04:00 0 0 0 16:00 15 19 34 16:00 17:00 60 67 127 04:15 0 0 0 16:15 14 15 29 17:00 18:00 53 42 95 04:30 0 0 0 16:30 15 18 33 18:00 19:00 25 38 63 04:45 1 0 1 16:45 16 15 31 19:00 20:00 28 24 52 05:00 0 2 2 17:00 12 8 20 20:00 21:00 11 16 27 05:15 2 0 2 17:15 15 12 27 21:00 22:00 6 14 20 05:30 2 1 3 17:30 13 11 24 22:00 23:00 4 5 9 05:45 4 3 7 17:45 13 11 24 23:00 00:00 3 2 5 06:00 5 1 6 18:00 9 12 21 06:15 5 1 6 18:15 5 14 19 NB SB EB WB TOTAL 06:30 3 2 5 18:30 7 9 16 00:00 to 12:00 06:45 5 2 7 18:45 4 3 7 285 252 537 07:00 7 4 11 19:00 6 6 12 7:30 8:00 8:00 07:15 17 4 21 19:15 4 6 10 84 91 167 07:30 26 15 41 19:30 9 4 13 0.808 0.784 0.888 07:45 14 14 28 19:45 9 8 17 08:00 23 19 42 20:00 5 2 7 12:00 to 00:00 08:15 21 26 47 20:15 3 4 7 421 391 812 08:30 13 29 42 20:30 2 6 8 14:00 16:00 14:30 08:45 19 17 36 20:45 1 4 5 69 67 131 09:00 14 10 24 21:00 1 4 5 0.958 0.882 0.963 09:15 9 10 19 21:15 2 5 7 09:30 8 9 17 21:30 2 4 6 07:00 to 09:00 09:45 9 6 15 21:45 1 1 2 140 128 268 10:00 13 5 18 22:00 1 1 2 7:30 8:00 8:00 10:15 7 11 18 22:15 1 1 2 84 91 167 10:30 12 9 21 22:30 1 1 2 0.808 0.784 0.888 10:45 9 8 17 22:45 1 2 3 11:00 2 10 12 23:00 1 2 3 16:00 to 18:00 11:15 12 6 18 23:15 0 0 0 113 109 222 11:30 14 14 28 23:30 1 0 1 16:00 16:00 16:00 11:45 6 11 17 23:45 1 0 1 60 67 127 TOTALS 0 0 285 252 537 TOTALS 0 0 421 391 812 0.938 0.882 0.934 SPLIT % 0% 0% 53% 47% 40% SPLIT % 0% 0% 52% 48% 60% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Las Colindas Rd E/O Las Raposas Rd DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 10 20 30 40 50 60 70 80 90 100 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:08/29/2023 Project #:CA23_080248_030 NB SB EB WB Total 373 339 0 0 712 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 2 0 2 12:00 7 2 9 00:00 01:00 2 0 2 00:15 0 0 0 12:15 11 2 13 01:00 02:00 0 0 0 00:30 0 0 0 12:30 7 4 11 02:00 03:00 1 0 1 00:45 0 0 0 12:45 3 12 15 03:00 04:00 1 1 2 01:00 0 0 0 13:00 1 4 5 04:00 05:00 0 0 0 01:15 0 0 0 13:15 5 3 8 05:00 06:00 2 0 2 01:30 0 0 0 13:30 6 3 9 06:00 07:00 5 3 8 01:45 0 0 0 13:45 4 2 6 07:00 08:00 30 17 47 02:00 0 0 0 14:00 0 4 4 08:00 09:00 56 68 124 02:15 0 0 0 14:15 6 1 7 09:00 10:00 25 32 57 02:30 0 0 0 14:30 5 6 11 10:00 11:00 16 14 30 02:45 1 0 1 14:45 9 7 16 11:00 12:00 19 22 41 03:00 0 1 1 15:00 6 5 11 12:00 13:00 28 20 48 03:15 0 0 0 15:15 8 6 14 13:00 14:00 16 12 28 03:30 0 0 0 15:30 7 11 18 14:00 15:00 20 18 38 03:45 1 0 1 15:45 11 8 19 15:00 16:00 32 30 62 04:00 0 0 0 16:00 8 8 16 16:00 17:00 55 49 104 04:15 0 0 0 16:15 15 9 24 17:00 18:00 18 31 49 04:30 0 0 0 16:30 14 16 30 18:00 19:00 23 10 33 04:45 0 0 0 16:45 18 16 34 19:00 20:00 9 4 13 05:00 0 0 0 17:00 9 17 26 20:00 21:00 9 3 12 05:15 0 0 0 17:15 3 9 12 21:00 22:00 4 4 8 05:30 1 0 1 17:30 4 3 7 22:00 23:00 0 0 0 05:45 1 0 1 17:45 2 2 4 23:00 00:00 2 1 3 06:00 1 2 3 18:00 5 3 8 06:15 0 0 0 18:15 7 2 9 NB SB EB WB TOTAL 06:30 0 0 0 18:30 5 3 8 00:00 to 12:00 06:45 4 1 5 18:45 6 2 8 157 157 314 07:00 1 3 4 19:00 5 0 5 7:45 8:00 8:00 07:15 5 1 6 19:15 2 3 5 58 68 124 07:30 13 6 19 19:30 2 0 2 0.806 0.630 0.705 07:45 11 7 18 19:45 0 1 1 08:00 12 17 29 20:00 3 0 3 12:00 to 00:00 08:15 18 8 26 20:15 3 3 6 216 182 398 08:30 17 27 44 20:30 0 0 0 16:15 16:15 16:15 08:45 9 16 25 20:45 3 0 3 56 58 114 09:00 9 9 18 21:00 1 0 1 0.778 0.853 0.838 09:15 6 11 17 21:15 2 1 3 09:30 9 8 17 21:30 1 1 2 07:00 to 09:00 09:45 1 4 5 21:45 0 2 2 86 85 171 10:00 4 4 8 22:00 0 0 0 7:45 8:00 8:00 10:15 3 3 6 22:15 0 0 0 58 68 124 10:30 4 4 8 22:30 0 0 0 0.806 0.630 0.705 10:45 5 3 8 22:45 0 0 0 11:00 3 3 6 23:00 2 1 3 16:00 to 18:00 11:15 1 7 8 23:15 0 0 0 73 80 153 11:30 10 3 13 23:30 0 0 0 16:15 16:15 16:15 11:45 5 9 14 23:45 0 0 0 56 58 114 TOTALS 157 157 0 0 314 TOTALS 216 182 0 0 398 0.778 0.853 0.838 SPLIT % 50% 50% 0% 0% 44% SPLIT % 54% 46% 0% 0% 56% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Las Ovejas Ave N/O Del Ganado Rd DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 10 20 30 40 50 60 70 80 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:09/07/2023 Project #:CA23_080248_031 NB SB EB WB Total 6,010 7,975 0 0 13,985 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 12 5 17 12:00 106 106 212 00:00 01:00 27 14 41 00:15 9 4 13 12:15 80 112 192 01:00 02:00 14 13 27 00:30 4 3 7 12:30 80 112 192 02:00 03:00 8 6 14 00:45 2 2 4 12:45 74 136 210 03:00 04:00 6 13 19 01:00 5 3 8 13:00 78 116 194 04:00 05:00 12 14 26 01:15 5 6 11 13:15 87 113 200 05:00 06:00 33 58 91 01:30 2 1 3 13:30 77 123 200 06:00 07:00 91 217 308 01:45 2 3 5 13:45 96 99 195 07:00 08:00 241 476 717 02:00 2 3 5 14:00 102 101 203 08:00 09:00 383 646 1029 02:15 3 1 4 14:15 86 110 196 09:00 10:00 341 758 1099 02:30 2 0 2 14:30 128 122 250 10:00 11:00 248 893 1141 02:45 1 2 3 14:45 111 124 235 11:00 12:00 342 766 1108 03:00 1 1 2 15:00 141 123 264 12:00 13:00 340 466 806 03:15 2 6 8 15:15 116 151 267 13:00 14:00 338 451 789 03:30 2 1 3 15:30 139 146 285 14:00 15:00 427 457 884 03:45 1 5 6 15:45 167 126 293 15:00 16:00 563 546 1109 04:00 0 2 2 16:00 167 136 303 16:00 17:00 685 545 1230 04:15 2 3 5 16:15 155 136 291 17:00 18:00 649 575 1224 04:30 6 3 9 16:30 193 138 331 18:00 19:00 380 381 761 04:45 4 6 10 16:45 170 135 305 19:00 20:00 257 249 506 05:00 2 5 7 17:00 160 170 330 20:00 21:00 258 206 464 05:15 4 13 17 17:15 193 148 341 21:00 22:00 190 121 311 05:30 9 17 26 17:30 162 126 288 22:00 23:00 118 70 188 05:45 18 23 41 17:45 134 131 265 23:00 00:00 59 34 93 06:00 18 33 51 18:00 129 113 242 06:15 17 42 59 18:15 89 97 186 NB SB EB WB TOTAL 06:30 21 67 88 18:30 89 84 173 00:00 to 12:00 06:45 35 75 110 18:45 73 87 160 1746 3874 5620 07:00 35 84 119 19:00 84 55 139 7:45 10:30 10:30 07:15 32 94 126 19:15 57 61 118 394 905 1206 07:30 71 130 201 19:30 62 69 131 0.956 0.951 0.976 07:45 103 168 271 19:45 54 64 118 08:00 94 147 241 20:00 72 65 137 12:00 to 00:00 08:15 97 174 271 20:15 66 60 126 4264 4101 8365 08:30 100 176 276 20:30 65 47 112 16:30 16:30 16:30 08:45 92 149 241 20:45 55 34 89 716 591 1307 09:00 88 192 280 21:00 49 38 87 0.927 0.869 0.958 09:15 100 166 266 21:15 54 28 82 09:30 103 195 298 21:30 44 30 74 07:00 to 09:00 09:45 50 205 255 21:45 43 25 68 624 1122 1746 10:00 51 226 277 22:00 29 17 46 7:45 7:45 7:45 10:15 58 213 271 22:15 34 24 58 394 665 1059 10:30 73 216 289 22:30 27 15 42 0.956 0.945 0.959 10:45 66 238 304 22:45 28 14 42 11:00 80 224 304 23:00 21 13 34 16:00 to 18:00 11:15 82 227 309 23:15 13 11 24 1334 1120 2454 11:30 95 191 286 23:30 16 5 21 16:30 16:30 16:30 11:45 85 124 209 23:45 9 5 14 716 591 1307 TOTALS 1746 3874 0 0 5620 TOTALS 4264 4101 0 0 8365 0.927 0.869 0.958 SPLIT % 31% 69% 0% 0% 40% SPLIT % 51% 49% 0% 0% 60% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Lincoln Ave Bet. Maple St & Pacheco St DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 100 200 300 400 500 600 700 800 900 1000 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:09/07/2023 Project #:CA23_080248_032 NB SB EB WB Total 1,948 2,060 0 0 4,008 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 1 2 3 12:00 28 21 49 00:00 01:00 3 8 11 00:15 0 4 4 12:15 13 32 45 01:00 02:00 4 2 6 00:30 1 1 2 12:30 18 20 38 02:00 03:00 1 0 1 00:45 1 1 2 12:45 40 30 70 03:00 04:00 5 0 5 01:00 2 1 3 13:00 19 28 47 04:00 05:00 4 3 7 01:15 2 0 2 13:15 22 28 50 05:00 06:00 26 14 40 01:30 0 1 1 13:30 27 22 49 06:00 07:00 45 38 83 01:45 0 0 0 13:45 29 31 60 07:00 08:00 142 149 291 02:00 0 0 0 14:00 24 28 52 08:00 09:00 311 274 585 02:15 0 0 0 14:15 17 29 46 09:00 10:00 126 113 239 02:30 0 0 0 14:30 41 39 80 10:00 11:00 90 139 229 02:45 1 0 1 14:45 38 34 72 11:00 12:00 88 112 200 03:00 0 0 0 15:00 26 40 66 12:00 13:00 99 103 202 03:15 0 0 0 15:15 34 59 93 13:00 14:00 97 109 206 03:30 2 0 2 15:30 79 44 123 14:00 15:00 120 130 250 03:45 3 0 3 15:45 59 42 101 15:00 16:00 198 185 383 04:00 1 1 2 16:00 40 30 70 16:00 17:00 186 162 348 04:15 0 0 0 16:15 56 35 91 17:00 18:00 146 175 321 04:30 0 1 1 16:30 38 31 69 18:00 19:00 124 123 247 04:45 3 1 4 16:45 52 66 118 19:00 20:00 62 86 148 05:00 5 3 8 17:00 46 55 101 20:00 21:00 37 62 99 05:15 4 4 8 17:15 41 45 86 21:00 22:00 14 30 44 05:30 7 4 11 17:30 24 36 60 22:00 23:00 12 30 42 05:45 10 3 13 17:45 35 39 74 23:00 00:00 8 13 21 06:00 8 6 14 18:00 34 29 63 06:15 8 6 14 18:15 28 39 67 NB SB EB WB TOTAL 06:30 18 11 29 18:30 37 31 68 00:00 to 12:00 06:45 11 15 26 18:45 25 24 49 845 852 1697 07:00 28 26 54 19:00 12 24 36 8:00 8:00 8:00 07:15 17 29 46 19:15 20 12 32 311 274 585 07:30 50 37 87 19:30 16 21 37 0.607 0.926 0.728 07:45 47 57 104 19:45 14 29 43 08:00 67 60 127 20:00 12 15 27 12:00 to 00:00 08:15 50 67 117 20:15 7 24 31 1103 1208 2311 08:30 66 74 140 20:30 8 13 21 15:30 16:45 15:15 08:45 128 73 201 20:45 10 10 20 234 202 387 09:00 43 30 73 21:00 8 7 15 0.741 0.765 0.787 09:15 35 27 62 21:15 3 7 10 09:30 23 33 56 21:30 2 11 13 07:00 to 09:00 09:45 25 23 48 21:45 1 5 6 453 423 876 10:00 27 34 61 22:00 4 9 13 8:00 8:00 8:00 10:15 22 27 49 22:15 2 8 10 311 274 585 10:30 25 36 61 22:30 6 9 15 0.607 0.926 0.728 10:45 16 42 58 22:45 0 4 4 11:00 19 29 48 23:00 2 5 7 16:00 to 18:00 11:15 21 26 47 23:15 2 3 5 332 337 669 11:30 28 20 48 23:30 1 3 4 16:15 16:45 16:15 11:45 20 37 57 23:45 3 2 5 192 202 379 TOTALS 845 852 0 0 1697 TOTALS 1103 1208 0 0 2311 0.857 0.765 0.803 SPLIT % 50% 50% 0% 0% 42% SPLIT % 48% 52% 0% 0% 58% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Lindaro St S/O Jordan St DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 50 100 150 200 250 300 350 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:08/29/2023 Project #:CA23_080248_033 NB SB EB WB Total 1,375 1,354 0 0 2,729 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 0 0 12:00 28 20 48 00:00 01:00 0 0 0 00:15 0 0 0 12:15 31 16 47 01:00 02:00 0 0 0 00:30 0 0 0 12:30 26 23 49 02:00 03:00 2 0 2 00:45 0 0 0 12:45 16 24 40 03:00 04:00 0 1 1 01:00 0 0 0 13:00 29 16 45 04:00 05:00 0 3 3 01:15 0 0 0 13:15 33 16 49 05:00 06:00 5 74 79 01:30 0 0 0 13:30 18 16 34 06:00 07:00 49 67 116 01:45 0 0 0 13:45 23 25 48 07:00 08:00 76 60 136 02:00 2 0 2 14:00 26 27 53 08:00 09:00 56 120 176 02:15 0 0 0 14:15 14 19 33 09:00 10:00 79 101 180 02:30 0 0 0 14:30 22 18 40 10:00 11:00 85 91 176 02:45 0 0 0 14:45 20 30 50 11:00 12:00 99 90 189 03:00 0 0 0 15:00 17 20 37 12:00 13:00 101 83 184 03:15 0 0 0 15:15 16 17 33 13:00 14:00 103 73 176 03:30 0 1 1 15:30 20 21 41 14:00 15:00 82 94 176 03:45 0 0 0 15:45 30 13 43 15:00 16:00 83 71 154 04:00 0 0 0 16:00 24 18 42 16:00 17:00 98 100 198 04:15 0 0 0 16:15 26 31 57 17:00 18:00 112 124 236 04:30 0 1 1 16:30 23 22 45 18:00 19:00 92 92 184 04:45 0 2 2 16:45 25 29 54 19:00 20:00 102 79 181 05:00 2 5 7 17:00 31 19 50 20:00 21:00 111 25 136 05:15 1 24 25 17:15 26 26 52 21:00 22:00 36 5 41 05:30 1 23 24 17:30 26 48 74 22:00 23:00 3 0 3 05:45 1 22 23 17:45 29 31 60 23:00 00:00 1 1 2 06:00 7 24 31 18:00 29 19 48 06:15 11 16 27 18:15 12 22 34 NB SB EB WB TOTAL 06:30 13 15 28 18:30 24 28 52 00:00 to 12:00 06:45 18 12 30 18:45 27 23 50 451 607 1058 07:00 25 13 38 19:00 45 33 78 10:30 8:00 9:15 07:15 20 13 33 19:15 28 19 47 105 120 207 07:30 13 17 30 19:30 16 19 35 0.673 0.833 0.877 07:45 18 17 35 19:45 13 8 21 08:00 12 20 32 20:00 33 7 40 12:00 to 00:00 08:15 13 30 43 20:15 31 8 39 924 747 1671 08:30 11 36 47 20:30 27 4 31 18:30 17:00 17:00 08:45 20 34 54 20:45 20 6 26 124 124 236 09:00 15 17 32 21:00 31 4 35 0.689 0.646 0.797 09:15 18 24 42 21:15 4 1 5 09:30 32 23 55 21:30 1 0 1 07:00 to 09:00 09:45 14 37 51 21:45 0 0 0 132 180 312 10:00 30 29 59 22:00 3 0 3 7:00 8:00 8:00 10:15 18 21 39 22:15 0 0 0 76 120 176 10:30 20 14 34 22:30 0 0 0 0.760 0.833 0.815 10:45 17 27 44 22:45 0 0 0 11:00 39 16 55 23:00 1 1 2 16:00 to 18:00 11:15 29 19 48 23:15 0 0 0 210 224 434 11:30 11 22 33 23:30 0 0 0 17:00 17:00 17:00 11:45 20 33 53 23:45 0 0 0 112 124 236 TOTALS 451 607 0 0 1058 TOTALS 924 747 0 0 1671 0.903 0.646 0.797 SPLIT % 43% 57% 0% 0% 39% SPLIT % 55% 45% 0% 0% 61% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Los Gamos Dr S/O Lucas Valley Rd DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 20 40 60 80 100 120 140 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:08/29/2023 Project #:CA23_080248_034 NB SB EB WB Total 0 0 6,393 6,391 12,784 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 2 9 11 12:00 120 144 264 00:00 01:00 8 20 28 00:15 2 4 6 12:15 101 157 258 01:00 02:00 7 10 17 00:30 2 4 6 12:30 164 120 284 02:00 03:00 7 6 13 00:45 2 3 5 12:45 165 118 283 03:00 04:00 11 6 17 01:00 5 5 10 13:00 105 102 207 04:00 05:00 14 7 21 01:15 1 1 2 13:15 114 97 211 05:00 06:00 75 30 105 01:30 1 2 3 13:30 97 98 195 06:00 07:00 155 121 276 01:45 0 2 2 13:45 101 94 195 07:00 08:00 478 380 858 02:00 1 1 2 14:00 94 97 191 08:00 09:00 653 645 1298 02:15 4 3 7 14:15 104 112 216 09:00 10:00 482 312 794 02:30 2 0 2 14:30 118 132 250 10:00 11:00 392 313 705 02:45 0 2 2 14:45 117 158 275 11:00 12:00 399 394 793 03:00 2 0 2 15:00 179 128 307 12:00 13:00 550 539 1089 03:15 2 3 5 15:15 148 136 284 13:00 14:00 417 391 808 03:30 4 2 6 15:30 148 132 280 14:00 15:00 433 499 932 03:45 3 1 4 15:45 134 139 273 15:00 16:00 609 535 1144 04:00 0 0 0 16:00 130 121 251 16:00 17:00 495 525 1020 04:15 2 1 3 16:15 120 127 247 17:00 18:00 404 519 923 04:30 4 2 6 16:30 135 133 268 18:00 19:00 291 426 717 04:45 8 4 12 16:45 110 144 254 19:00 20:00 243 276 519 05:00 6 2 8 17:00 115 114 229 20:00 21:00 131 223 354 05:15 20 8 28 17:15 103 143 246 21:00 22:00 71 123 194 05:30 21 7 28 17:30 90 139 229 22:00 23:00 46 66 112 05:45 28 13 41 17:45 96 123 219 23:00 00:00 22 25 47 06:00 28 20 48 18:00 87 131 218 06:15 31 27 58 18:15 62 119 181 NB SB EB WB TOTAL 06:30 35 34 69 18:30 81 87 168 00:00 to 12:00 06:45 61 40 101 18:45 61 89 150 2681 2244 4925 07:00 77 51 128 19:00 70 70 140 7:45 7:45 7:45 07:15 83 55 138 19:15 60 70 130 722 709 1431 07:30 124 92 216 19:30 68 66 134 0.930 0.781 0.877 07:45 194 182 376 19:45 45 70 115 08:00 181 227 408 20:00 37 65 102 12:00 to 00:00 08:15 181 196 377 20:15 30 54 84 3712 4147 7859 08:30 166 104 270 20:30 38 65 103 15:00 14:30 14:45 08:45 125 118 243 20:45 26 39 65 609 554 1146 09:00 125 102 227 21:00 24 28 52 0.851 0.877 0.933 09:15 123 71 194 21:15 22 36 58 09:30 134 63 197 21:30 10 31 41 07:00 to 09:00 09:45 100 76 176 21:45 15 28 43 1131 1025 2156 10:00 81 54 135 22:00 20 24 44 7:45 7:45 7:45 10:15 93 84 177 22:15 16 16 32 722 709 1431 10:30 111 87 198 22:30 8 13 21 0.930 0.781 0.877 10:45 107 88 195 22:45 2 13 15 11:00 99 73 172 23:00 9 8 17 16:00 to 18:00 11:15 102 89 191 23:15 8 5 13 899 1044 1943 11:30 111 106 217 23:30 3 6 9 16:00 16:45 16:00 11:45 87 126 213 23:45 2 6 8 495 540 1020 TOTALS 0 0 2681 2244 4925 TOTALS 0 0 3712 4147 7859 0.917 0.938 0.951 SPLIT % 0% 0% 54% 46% 39% SPLIT % 0% 0% 47% 53% 61% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Manuel T Freitas Pkwy Bet. Las Pavadas Ave & Las Gallinas Ave DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 100 200 300 400 500 600 700 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:08/17/2023 Project #:CA23_080248_035 NB SB EB WB Total 0 0 3,158 3,618 6,776 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 2 2 4 12:00 53 76 129 00:00 01:00 10 4 14 00:15 3 1 4 12:15 64 90 154 01:00 02:00 9 6 15 00:30 2 0 2 12:30 61 62 123 02:00 03:00 3 3 6 00:45 3 1 4 12:45 74 76 150 03:00 04:00 4 2 6 01:00 1 1 2 13:00 51 76 127 04:00 05:00 12 2 14 01:15 3 3 6 13:15 61 79 140 05:00 06:00 47 14 61 01:30 2 1 3 13:30 67 77 144 06:00 07:00 65 56 121 01:45 3 1 4 13:45 54 64 118 07:00 08:00 148 138 286 02:00 2 0 2 14:00 44 65 109 08:00 09:00 192 201 393 02:15 0 0 0 14:15 45 73 118 09:00 10:00 215 210 425 02:30 0 1 1 14:30 67 108 175 10:00 11:00 178 242 420 02:45 1 2 3 14:45 54 115 169 11:00 12:00 209 252 461 03:00 0 0 0 15:00 49 89 138 12:00 13:00 252 304 556 03:15 0 0 0 15:15 54 63 117 13:00 14:00 233 296 529 03:30 2 1 3 15:30 51 65 116 14:00 15:00 210 361 571 03:45 2 1 3 15:45 73 51 124 15:00 16:00 227 268 495 04:00 3 0 3 16:00 66 75 141 16:00 17:00 279 286 565 04:15 2 0 2 16:15 71 63 134 17:00 18:00 237 273 510 04:30 4 1 5 16:30 69 81 150 18:00 19:00 208 224 432 04:45 3 1 4 16:45 73 67 140 19:00 20:00 158 196 354 05:00 10 4 14 17:00 62 66 128 20:00 21:00 121 153 274 05:15 9 1 10 17:15 70 79 149 21:00 22:00 65 71 136 05:30 12 2 14 17:30 52 66 118 22:00 23:00 49 38 87 05:45 16 7 23 17:45 53 62 115 23:00 00:00 27 18 45 06:00 7 9 16 18:00 54 67 121 06:15 30 10 40 18:15 58 58 116 NB SB EB WB TOTAL 06:30 8 8 16 18:30 50 64 114 00:00 to 12:00 06:45 20 29 49 18:45 46 35 81 1092 1130 2222 07:00 28 24 52 19:00 40 66 106 8:45 10:45 10:45 07:15 39 24 63 19:15 49 56 105 217 261 469 07:30 27 49 76 19:30 39 48 87 0.861 0.882 0.882 07:45 54 41 95 19:45 30 26 56 08:00 39 49 88 20:00 25 33 58 12:00 to 00:00 08:15 52 53 105 20:15 30 38 68 2066 2488 4554 08:30 38 52 90 20:30 34 33 67 15:45 14:15 14:15 08:45 63 47 110 20:45 32 49 81 279 385 600 09:00 57 71 128 21:00 23 28 51 0.955 0.837 0.857 09:15 55 37 92 21:15 18 15 33 09:30 42 56 98 21:30 12 14 26 07:00 to 09:00 09:45 61 46 107 21:45 12 14 26 340 339 679 10:00 45 46 91 22:00 15 14 29 8:00 8:00 8:00 10:15 45 61 106 22:15 14 8 22 192 201 393 10:30 41 61 102 22:30 12 10 22 0.762 0.948 0.893 10:45 47 74 121 22:45 8 6 14 11:00 46 51 97 23:00 12 6 18 16:00 to 18:00 11:15 56 62 118 23:15 4 7 11 516 559 1075 11:30 59 74 133 23:30 5 2 7 16:00 16:30 16:30 11:45 48 65 113 23:45 6 3 9 279 293 567 TOTALS 0 0 1092 1130 2222 TOTALS 0 0 2066 2488 4554 0.955 0.904 0.945 SPLIT % 0% 0% 49% 51% 33% SPLIT % 0% 0% 45% 55% 67% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Mission Ave Bet. Grand Ave & Mary St DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 50 100 150 200 250 300 350 400 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:08/17/2023 Project #:CA23_080248_036 NB SB EB WB Total 0 0 2,738 5,102 7,840 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 1 1 2 12:00 58 86 144 00:00 01:00 5 18 23 00:15 1 4 5 12:15 53 82 135 01:00 02:00 6 3 9 00:30 2 6 8 12:30 49 98 147 02:00 03:00 3 4 7 00:45 1 7 8 12:45 46 105 151 03:00 04:00 2 1 3 01:00 2 3 5 13:00 49 100 149 04:00 05:00 7 12 19 01:15 3 0 3 13:15 60 88 148 05:00 06:00 14 30 44 01:30 0 0 0 13:30 47 78 125 06:00 07:00 35 152 187 01:45 1 0 1 13:45 58 87 145 07:00 08:00 109 301 410 02:00 2 0 2 14:00 58 72 130 08:00 09:00 205 450 655 02:15 0 2 2 14:15 57 75 132 09:00 10:00 211 330 541 02:30 0 0 0 14:30 54 80 134 10:00 11:00 181 324 505 02:45 1 2 3 14:45 56 91 147 11:00 12:00 217 337 554 03:00 0 0 0 15:00 60 95 155 12:00 13:00 206 371 577 03:15 1 0 1 15:15 63 104 167 13:00 14:00 214 353 567 03:30 0 0 0 15:30 50 85 135 14:00 15:00 225 318 543 03:45 1 1 2 15:45 46 97 143 15:00 16:00 219 381 600 04:00 2 2 4 16:00 61 95 156 16:00 17:00 237 428 665 04:15 1 4 5 16:15 58 110 168 17:00 18:00 198 380 578 04:30 2 4 6 16:30 55 111 166 18:00 19:00 130 329 459 04:45 2 2 4 16:45 63 112 175 19:00 20:00 111 233 344 05:00 1 4 5 17:00 51 78 129 20:00 21:00 97 163 260 05:15 1 6 7 17:15 49 122 171 21:00 22:00 62 100 162 05:30 5 4 9 17:30 51 90 141 22:00 23:00 30 53 83 05:45 7 16 23 17:45 47 90 137 23:00 00:00 14 31 45 06:00 3 14 17 18:00 52 82 134 06:15 6 30 36 18:15 22 96 118 NB SB EB WB TOTAL 06:30 10 54 64 18:30 32 82 114 00:00 to 12:00 06:45 16 54 70 18:45 24 69 93 995 1962 2957 07:00 17 59 76 19:00 41 71 112 8:30 8:00 8:00 07:15 19 78 97 19:15 33 66 99 233 450 655 07:30 33 77 110 19:30 18 52 70 0.710 0.827 0.751 07:45 40 87 127 19:45 19 44 63 08:00 37 107 144 20:00 21 41 62 12:00 to 00:00 08:15 41 102 143 20:15 29 40 69 1743 3140 4883 08:30 45 105 150 20:30 26 44 70 16:00 16:00 16:00 08:45 82 136 218 20:45 21 38 59 237 428 665 09:00 49 91 140 21:00 24 33 57 0.940 0.955 0.950 09:15 57 77 134 21:15 16 27 43 09:30 44 67 111 21:30 12 23 35 07:00 to 09:00 09:45 61 95 156 21:45 10 17 27 314 751 1065 10:00 48 72 120 22:00 10 22 32 8:00 8:00 8:00 10:15 42 79 121 22:15 9 12 21 205 450 655 10:30 40 73 113 22:30 6 8 14 0.625 0.827 0.751 10:45 51 100 151 22:45 5 11 16 11:00 55 83 138 23:00 3 13 16 16:00 to 18:00 11:15 59 77 136 23:15 5 10 15 435 808 1243 11:30 54 81 135 23:30 2 6 8 16:00 16:00 16:00 11:45 49 96 145 23:45 4 2 6 237 428 665 TOTALS 0 0 995 1962 2957 TOTALS 0 0 1743 3140 4883 0.940 0.955 0.950 SPLIT % 0% 0% 34% 66% 38% SPLIT % 0% 0% 36% 64% 62% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Mission Ave W/O C St DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 50 100 150 200 250 300 350 400 450 500 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:08/29/2023 Project #:CA23_080248_037 NB SB EB WB Total 0 0 267 346 613 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 0 0 12:00 2 7 9 00:00 01:00 0 0 0 00:15 0 0 0 12:15 4 4 8 01:00 02:00 0 0 0 00:30 0 0 0 12:30 3 6 9 02:00 03:00 0 0 0 00:45 0 0 0 12:45 10 9 19 03:00 04:00 0 0 0 01:00 0 0 0 13:00 8 2 10 04:00 05:00 0 0 0 01:15 0 0 0 13:15 7 5 12 05:00 06:00 2 2 4 01:30 0 0 0 13:30 4 8 12 06:00 07:00 5 2 7 01:45 0 0 0 13:45 4 3 7 07:00 08:00 15 16 31 02:00 0 0 0 14:00 3 3 6 08:00 09:00 41 44 85 02:15 0 0 0 14:15 5 14 19 09:00 10:00 17 21 38 02:30 0 0 0 14:30 5 7 12 10:00 11:00 15 21 36 02:45 0 0 0 14:45 6 15 21 11:00 12:00 13 20 33 03:00 0 0 0 15:00 1 3 4 12:00 13:00 19 26 45 03:15 0 0 0 15:15 6 5 11 13:00 14:00 23 18 41 03:30 0 0 0 15:30 7 2 9 14:00 15:00 19 39 58 03:45 0 0 0 15:45 6 7 13 15:00 16:00 20 17 37 04:00 0 0 0 16:00 5 16 21 16:00 17:00 18 38 56 04:15 0 0 0 16:15 6 6 12 17:00 18:00 25 32 57 04:30 0 0 0 16:30 2 6 8 18:00 19:00 15 18 33 04:45 0 0 0 16:45 5 10 15 19:00 20:00 8 7 15 05:00 0 0 0 17:00 6 5 11 20:00 21:00 4 14 18 05:15 0 0 0 17:15 11 11 22 21:00 22:00 5 6 11 05:30 0 1 1 17:30 5 8 13 22:00 23:00 1 3 4 05:45 2 1 3 17:45 3 8 11 23:00 00:00 2 2 4 06:00 1 0 1 18:00 5 10 15 06:15 2 0 2 18:15 4 4 8 NB SB EB WB TOTAL 06:30 1 1 2 18:30 2 3 5 00:00 to 12:00 06:45 1 1 2 18:45 4 1 5 108 126 234 07:00 7 2 9 19:00 4 2 6 8:00 8:00 8:00 07:15 5 3 8 19:15 0 2 2 41 44 85 07:30 2 2 4 19:30 3 3 6 0.732 0.647 0.733 07:45 1 9 10 19:45 1 0 1 08:00 14 8 22 20:00 1 6 7 12:00 to 00:00 08:15 12 17 29 20:15 2 4 6 159 220 379 08:30 9 8 17 20:30 0 2 2 12:45 14:00 16:45 08:45 6 11 17 20:45 1 2 3 29 39 61 09:00 4 4 8 21:00 2 1 3 0.725 0.650 0.693 09:15 6 8 14 21:15 0 2 2 09:30 6 6 12 21:30 1 1 2 07:00 to 09:00 09:45 1 3 4 21:45 2 2 4 56 60 116 10:00 5 4 9 22:00 1 1 2 8:00 8:00 8:00 10:15 3 4 7 22:15 0 0 0 41 44 85 10:30 6 5 11 22:30 0 1 1 0.732 0.647 0.733 10:45 1 8 9 22:45 0 1 1 11:00 4 0 4 23:00 1 0 1 16:00 to 18:00 11:15 3 8 11 23:15 0 1 1 43 70 113 11:30 2 5 7 23:30 1 0 1 16:45 16:00 16:45 11:45 4 7 11 23:45 0 1 1 27 38 61 TOTALS 0 0 108 126 234 TOTALS 0 0 159 220 379 0.614 0.594 0.693 SPLIT % 0% 0% 46% 54% 38% SPLIT % 0% 0% 42% 58% 62% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Montecillo Rd E/O Las Ovejas Ave DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 5 10 15 20 25 30 35 40 45 50 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:08/29/2023 Project #:CA23_080248_038 NB SB EB WB Total 1,084 1,056 0 0 2,140 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 0 0 12:00 26 17 43 00:00 01:00 2 1 3 00:15 0 0 0 12:15 21 14 35 01:00 02:00 1 0 1 00:30 1 1 2 12:30 26 22 48 02:00 03:00 1 2 3 00:45 1 0 1 12:45 16 19 35 03:00 04:00 0 1 1 01:00 0 0 0 13:00 25 22 47 04:00 05:00 0 0 0 01:15 1 0 1 13:15 21 18 39 05:00 06:00 1 7 8 01:30 0 0 0 13:30 13 18 31 06:00 07:00 12 19 31 01:45 0 0 0 13:45 21 17 38 07:00 08:00 43 76 119 02:00 1 0 1 14:00 13 16 29 08:00 09:00 87 103 190 02:15 0 0 0 14:15 22 22 44 09:00 10:00 68 92 160 02:30 0 1 1 14:30 15 22 37 10:00 11:00 77 77 154 02:45 0 1 1 14:45 21 19 40 11:00 12:00 69 85 154 03:00 0 0 0 15:00 20 24 44 12:00 13:00 89 72 161 03:15 0 0 0 15:15 25 27 52 13:00 14:00 80 75 155 03:30 0 0 0 15:30 28 24 52 14:00 15:00 71 79 150 03:45 0 1 1 15:45 18 23 41 15:00 16:00 91 98 189 04:00 0 0 0 16:00 25 18 43 16:00 17:00 90 81 171 04:15 0 0 0 16:15 19 17 36 17:00 18:00 104 64 168 04:30 0 0 0 16:30 23 21 44 18:00 19:00 83 68 151 04:45 0 0 0 16:45 23 25 48 19:00 20:00 60 34 94 05:00 0 1 1 17:00 26 20 46 20:00 21:00 27 10 37 05:15 0 0 0 17:15 30 11 41 21:00 22:00 16 11 27 05:30 0 3 3 17:30 24 18 42 22:00 23:00 10 0 10 05:45 1 3 4 17:45 24 15 39 23:00 00:00 2 1 3 06:00 1 4 5 18:00 34 26 60 06:15 0 4 4 18:15 17 20 37 NB SB EB WB TOTAL 06:30 3 5 8 18:30 12 10 22 00:00 to 12:00 06:45 8 6 14 18:45 20 12 32 361 463 824 07:00 5 7 12 19:00 15 9 24 8:00 7:45 7:45 07:15 12 13 25 19:15 16 12 28 87 117 202 07:30 13 20 33 19:30 15 7 22 0.837 0.813 0.902 07:45 13 36 49 19:45 14 6 20 08:00 26 25 51 20:00 10 1 11 12:00 to 00:00 08:15 24 32 56 20:15 5 5 10 723 593 1316 08:30 22 24 46 20:30 9 2 11 17:15 15:00 15:00 08:45 15 22 37 20:45 3 2 5 112 98 189 09:00 17 26 43 21:00 2 3 5 0.824 0.907 0.909 09:15 21 25 46 21:15 9 2 11 09:30 12 19 31 21:30 3 3 6 07:00 to 09:00 09:45 18 22 40 21:45 2 3 5 130 179 309 10:00 15 19 34 22:00 6 0 6 8:00 7:45 7:45 10:15 24 20 44 22:15 2 0 2 87 117 202 10:30 21 22 43 22:30 1 0 1 0.837 0.813 0.902 10:45 17 16 33 22:45 1 0 1 11:00 18 30 48 23:00 1 1 2 16:00 to 18:00 11:15 15 18 33 23:15 1 0 1 194 145 339 11:30 19 17 36 23:30 0 0 0 17:00 16:15 16:30 11:45 17 20 37 23:45 0 0 0 104 83 179 TOTALS 361 463 0 0 824 TOTALS 723 593 0 0 1316 0.867 0.830 0.932 SPLIT % 44% 56% 0% 0% 39% SPLIT % 55% 45% 0% 0% 61% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Mountain View Ave N/O Grand Ave DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 20 40 60 80 100 120 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:08/29/2023 Project #:CA23_080248_039 NB SB EB WB Total 0 0 5,470 11,431 16,901 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 1 9 10 12:00 92 214 306 00:00 01:00 11 33 44 00:15 1 5 6 12:15 90 193 283 01:00 02:00 9 20 29 00:30 4 7 11 12:30 97 211 308 02:00 03:00 9 13 22 00:45 5 12 17 12:45 114 158 272 03:00 04:00 8 15 23 01:00 2 7 9 13:00 105 168 273 04:00 05:00 13 37 50 01:15 2 2 4 13:15 80 141 221 05:00 06:00 57 97 154 01:30 2 5 7 13:30 85 177 262 06:00 07:00 159 304 463 01:45 3 6 9 13:45 88 156 244 07:00 08:00 272 713 985 02:00 1 3 4 14:00 86 177 263 08:00 09:00 488 988 1476 02:15 1 3 4 14:15 102 190 292 09:00 10:00 298 745 1043 02:30 2 6 8 14:30 109 190 299 10:00 11:00 299 714 1013 02:45 5 1 6 14:45 121 232 353 11:00 12:00 298 662 960 03:00 0 0 0 15:00 129 256 385 12:00 13:00 393 776 1169 03:15 2 2 4 15:15 102 242 344 13:00 14:00 358 642 1000 03:30 6 6 12 15:30 131 218 349 14:00 15:00 418 789 1207 03:45 0 7 7 15:45 117 299 416 15:00 16:00 479 1015 1494 04:00 2 3 5 16:00 111 338 449 16:00 17:00 439 1065 1504 04:15 1 10 11 16:15 135 234 369 17:00 18:00 420 866 1286 04:30 2 5 7 16:30 87 256 343 18:00 19:00 343 681 1024 04:45 8 19 27 16:45 106 237 343 19:00 20:00 275 486 761 05:00 7 19 26 17:00 109 252 361 20:00 21:00 167 323 490 05:15 13 19 32 17:15 112 227 339 21:00 22:00 138 245 383 05:30 12 22 34 17:30 106 186 292 22:00 23:00 86 137 223 05:45 25 37 62 17:45 93 201 294 23:00 00:00 33 65 98 06:00 35 35 70 18:00 96 183 279 06:15 31 69 100 18:15 84 172 256 NB SB EB WB TOTAL 06:30 46 86 132 18:30 90 172 262 00:00 to 12:00 06:45 47 114 161 18:45 73 154 227 1921 4341 6262 07:00 51 123 174 19:00 77 151 228 7:45 8:15 8:00 07:15 53 180 233 19:15 77 129 206 490 992 1476 07:30 57 189 246 19:30 56 104 160 0.888 0.932 0.984 07:45 111 221 332 19:45 65 102 167 08:00 116 249 365 20:00 47 108 155 12:00 to 00:00 08:15 138 231 369 20:15 43 93 136 3549 7090 10639 08:30 125 242 367 20:30 35 63 98 15:30 15:45 15:30 08:45 109 266 375 20:45 42 59 101 494 1127 1583 09:00 80 253 333 21:00 47 77 124 0.915 0.834 0.881 09:15 86 183 269 21:15 32 54 86 09:30 69 157 226 21:30 28 49 77 07:00 to 09:00 09:45 63 152 215 21:45 31 65 96 760 1701 2461 10:00 63 199 262 22:00 29 45 74 7:45 8:00 8:00 10:15 74 170 244 22:15 21 43 64 490 988 1476 10:30 84 179 263 22:30 25 26 51 0.888 0.929 0.984 10:45 78 166 244 22:45 11 23 34 11:00 89 156 245 23:00 9 20 29 16:00 to 18:00 11:15 66 176 242 23:15 10 17 27 859 1931 2790 11:30 67 189 256 23:30 6 19 25 16:00 16:00 16:00 11:45 76 141 217 23:45 8 9 17 439 1065 1504 TOTALS 0 0 1921 4341 6262 TOTALS 0 0 3549 7090 10639 0.813 0.788 0.837 SPLIT % 0% 0% 31% 69% 37% SPLIT % 0% 0% 33% 67% 63% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME N San Pedro Rd E/O Merrydale Rd DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 200 400 600 800 1000 1200 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:08/29/2023 Project #:CA23_080248_040 NB SB EB WB Total 1,673 2,022 0 0 3,695 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 0 0 12:00 32 33 65 00:00 01:00 1 1 2 00:15 1 1 2 12:15 34 27 61 01:00 02:00 2 2 4 00:30 0 0 0 12:30 35 34 69 02:00 03:00 3 0 3 00:45 0 0 0 12:45 30 43 73 03:00 04:00 2 1 3 01:00 1 2 3 13:00 28 34 62 04:00 05:00 2 4 6 01:15 0 0 0 13:15 34 34 68 05:00 06:00 7 16 23 01:30 0 0 0 13:30 24 26 50 06:00 07:00 14 44 58 01:45 1 0 1 13:45 25 47 72 07:00 08:00 59 119 178 02:00 0 0 0 14:00 37 38 75 08:00 09:00 138 250 388 02:15 1 0 1 14:15 56 44 100 09:00 10:00 86 162 248 02:30 0 0 0 14:30 42 45 87 10:00 11:00 97 143 240 02:45 2 0 2 14:45 29 33 62 11:00 12:00 104 132 236 03:00 0 0 0 15:00 32 39 71 12:00 13:00 131 137 268 03:15 0 1 1 15:15 32 47 79 13:00 14:00 111 141 252 03:30 0 0 0 15:30 43 37 80 14:00 15:00 164 160 324 03:45 2 0 2 15:45 58 49 107 15:00 16:00 165 172 337 04:00 1 0 1 16:00 60 30 90 16:00 17:00 160 117 277 04:15 0 4 4 16:15 32 25 57 17:00 18:00 129 121 250 04:30 1 0 1 16:30 34 33 67 18:00 19:00 90 115 205 04:45 0 0 0 16:45 34 29 63 19:00 20:00 83 72 155 05:00 3 2 5 17:00 36 43 79 20:00 21:00 61 46 107 05:15 0 2 2 17:15 29 32 61 21:00 22:00 36 31 67 05:30 4 4 8 17:30 39 22 61 22:00 23:00 12 23 35 05:45 0 8 8 17:45 25 24 49 23:00 00:00 16 13 29 06:00 1 10 11 18:00 28 30 58 06:15 0 10 10 18:15 20 34 54 NB SB EB WB TOTAL 06:30 6 7 13 18:30 21 26 47 00:00 to 12:00 06:45 7 17 24 18:45 21 25 46 515 874 1389 07:00 15 22 37 19:00 20 21 41 7:45 8:00 8:00 07:15 9 26 35 19:15 23 19 42 138 250 388 07:30 17 30 47 19:30 22 17 39 0.663 0.710 0.693 07:45 18 41 59 19:45 18 15 33 08:00 31 70 101 20:00 27 15 42 12:00 to 00:00 08:15 52 88 140 20:15 17 8 25 1158 1148 2306 08:30 37 47 84 20:30 12 14 26 15:15 13:45 15:15 08:45 18 45 63 20:45 5 9 14 193 174 356 09:00 26 43 69 21:00 9 9 18 0.804 0.926 0.832 09:15 15 33 48 21:15 12 8 20 09:30 25 36 61 21:30 8 9 17 07:00 to 09:00 09:45 20 50 70 21:45 7 5 12 197 369 566 10:00 20 53 73 22:00 3 8 11 7:45 8:00 8:00 10:15 25 32 57 22:15 5 6 11 138 250 388 10:30 29 29 58 22:30 0 6 6 0.663 0.710 0.693 10:45 23 29 52 22:45 4 3 7 11:00 20 35 55 23:00 3 6 9 16:00 to 18:00 11:15 25 29 54 23:15 7 3 10 289 238 527 11:30 31 30 61 23:30 3 2 5 16:00 16:30 16:00 11:45 28 38 66 23:45 3 2 5 160 137 277 TOTALS 515 874 0 0 1389 TOTALS 1158 1148 0 0 2306 0.667 0.797 0.769 SPLIT % 37% 63% 0% 0% 38% SPLIT % 50% 50% 0% 0% 62% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Northgate Dr S/O Las Gallinas Ave DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 50 100 150 200 250 300 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:08/17/2023 Project #:CA23_080248_042 NB SB EB WB Total 2,432 2,835 0 0 5,267 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 3 2 5 12:00 51 73 124 00:00 01:00 6 4 10 00:15 0 0 0 12:15 47 55 102 01:00 02:00 7 3 10 00:30 1 2 3 12:30 53 58 111 02:00 03:00 4 1 5 00:45 2 0 2 12:45 51 64 115 03:00 04:00 5 5 10 01:00 1 0 1 13:00 59 44 103 04:00 05:00 5 11 16 01:15 0 0 0 13:15 49 56 105 05:00 06:00 23 27 50 01:30 2 2 4 13:30 48 58 106 06:00 07:00 71 81 152 01:45 4 1 5 13:45 72 57 129 07:00 08:00 145 186 331 02:00 0 0 0 14:00 56 60 116 08:00 09:00 225 250 475 02:15 0 0 0 14:15 51 50 101 09:00 10:00 197 239 436 02:30 1 0 1 14:30 66 59 125 10:00 11:00 185 173 358 02:45 3 1 4 14:45 48 63 111 11:00 12:00 187 197 384 03:00 3 2 5 15:00 56 62 118 12:00 13:00 202 250 452 03:15 0 0 0 15:15 39 64 103 13:00 14:00 228 215 443 03:30 1 0 1 15:30 43 56 99 14:00 15:00 221 232 453 03:45 1 3 4 15:45 42 41 83 15:00 16:00 180 223 403 04:00 1 3 4 16:00 30 67 97 16:00 17:00 169 231 400 04:15 0 1 1 16:15 40 52 92 17:00 18:00 134 215 349 04:30 2 2 4 16:30 50 51 101 18:00 19:00 80 98 178 04:45 2 5 7 16:45 49 61 110 19:00 20:00 63 78 141 05:00 5 9 14 17:00 51 83 134 20:00 21:00 54 53 107 05:15 2 3 5 17:15 31 41 72 21:00 22:00 22 37 59 05:30 6 7 13 17:30 34 49 83 22:00 23:00 12 18 30 05:45 10 8 18 17:45 18 42 60 23:00 00:00 7 8 15 06:00 9 13 22 18:00 21 34 55 06:15 11 20 31 18:15 22 28 50 NB SB EB WB TOTAL 06:30 24 19 43 18:30 18 15 33 00:00 to 12:00 06:45 27 29 56 18:45 19 21 40 1060 1177 2237 07:00 32 42 74 19:00 21 23 44 8:00 8:15 8:15 07:15 29 36 65 19:15 15 18 33 225 270 493 07:30 40 43 83 19:30 13 15 28 0.953 0.854 0.900 07:45 44 65 109 19:45 14 22 36 08:00 56 59 115 20:00 18 10 28 12:00 to 00:00 08:15 59 78 137 20:15 13 13 26 1372 1658 3030 08:30 54 63 117 20:30 13 20 33 13:45 12:00 13:45 08:45 56 50 106 20:45 10 10 20 245 250 471 09:00 54 79 133 21:00 7 16 23 0.851 0.856 0.913 09:15 58 61 119 21:15 10 5 15 09:30 44 56 100 21:30 4 6 10 07:00 to 09:00 09:45 41 43 84 21:45 1 10 11 370 436 806 10:00 55 44 99 22:00 3 6 9 8:00 7:45 7:45 10:15 56 45 101 22:15 5 7 12 225 265 478 10:30 29 37 66 22:30 2 4 6 0.953 0.849 0.872 10:45 45 47 92 22:45 2 1 3 11:00 37 40 77 23:00 1 1 2 16:00 to 18:00 11:15 46 48 94 23:15 4 2 6 303 446 749 11:30 45 54 99 23:30 1 4 5 16:15 16:15 16:15 11:45 59 55 114 23:45 1 1 2 190 247 437 TOTALS 1060 1177 0 0 2237 TOTALS 1372 1658 0 0 3030 0.931 0.744 0.815 SPLIT % 47% 53% 0% 0% 42% SPLIT % 45% 55% 0% 0% 58% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Redwood Hwy Bet. Professional Center Pkwy & Mitchell Blvd DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 50 100 150 200 250 300 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:08/17/2023 Project #:CA23_080248_043 NB SB EB WB Total 4,373 4,780 0 0 9,153 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 4 9 13 12:00 74 83 157 00:00 01:00 19 14 33 00:15 6 1 7 12:15 72 89 161 01:00 02:00 13 12 25 00:30 3 3 6 12:30 72 86 158 02:00 03:00 11 7 18 00:45 6 1 7 12:45 95 84 179 03:00 04:00 6 9 15 01:00 4 5 9 13:00 95 83 178 04:00 05:00 16 18 34 01:15 1 2 3 13:15 73 83 156 05:00 06:00 41 52 93 01:30 2 4 6 13:30 88 83 171 06:00 07:00 158 129 287 01:45 6 1 7 13:45 110 85 195 07:00 08:00 217 328 545 02:00 3 3 6 14:00 74 95 169 08:00 09:00 318 382 700 02:15 1 1 2 14:15 84 73 157 09:00 10:00 324 308 632 02:30 5 1 6 14:30 85 76 161 10:00 11:00 295 287 582 02:45 2 2 4 14:45 81 88 169 11:00 12:00 316 349 665 03:00 3 3 6 15:00 84 126 210 12:00 13:00 313 342 655 03:15 0 0 0 15:15 80 100 180 13:00 14:00 366 334 700 03:30 2 1 3 15:30 78 107 185 14:00 15:00 324 332 656 03:45 1 5 6 15:45 76 74 150 15:00 16:00 318 407 725 04:00 2 2 4 16:00 69 113 182 16:00 17:00 334 409 743 04:15 0 2 2 16:15 78 101 179 17:00 18:00 261 367 628 04:30 6 3 9 16:30 89 101 190 18:00 19:00 220 243 463 04:45 8 11 19 16:45 98 94 192 19:00 20:00 181 170 351 05:00 8 18 26 17:00 78 120 198 20:00 21:00 143 108 251 05:15 6 7 13 17:15 68 84 152 21:00 22:00 94 78 172 05:30 9 13 22 17:30 73 90 163 22:00 23:00 63 59 122 05:45 18 14 32 17:45 42 73 115 23:00 00:00 22 36 58 06:00 16 21 37 18:00 56 73 129 06:15 36 22 58 18:15 52 62 114 NB SB EB WB TOTAL 06:30 45 35 80 18:30 47 53 100 00:00 to 12:00 06:45 61 51 112 18:45 65 55 120 1734 1895 3629 07:00 52 74 126 19:00 39 43 82 8:45 7:45 8:15 07:15 43 77 120 19:15 59 43 102 343 389 708 07:30 55 83 138 19:30 40 41 81 0.963 0.935 0.957 07:45 67 94 161 19:45 43 43 86 08:00 71 96 167 20:00 39 30 69 12:00 to 00:00 08:15 81 104 185 20:15 34 31 65 2639 2885 5524 08:30 80 95 175 20:30 40 25 65 13:00 14:45 16:15 08:45 86 87 173 20:45 30 22 52 366 421 759 09:00 87 88 175 21:00 26 30 56 0.832 0.835 0.958 09:15 89 83 172 21:15 24 19 43 09:30 81 73 154 21:30 27 10 37 07:00 to 09:00 09:45 67 64 131 21:45 17 19 36 535 710 1245 10:00 82 70 152 22:00 16 21 37 8:00 7:45 8:00 10:15 90 70 160 22:15 22 20 42 318 389 700 10:30 53 70 123 22:30 17 13 30 0.924 0.935 0.946 10:45 70 77 147 22:45 8 5 13 11:00 67 89 156 23:00 6 11 17 16:00 to 18:00 11:15 87 77 164 23:15 7 5 12 595 776 1371 11:30 86 95 181 23:30 5 9 14 16:15 16:15 16:15 11:45 76 88 164 23:45 4 11 15 343 416 759 TOTALS 1734 1895 0 0 3629 TOTALS 2639 2885 0 0 5524 0.875 0.867 0.958 SPLIT % 48% 52% 0% 0% 40% SPLIT % 48% 52% 0% 0% 60% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Redwood Hwy S/O Professional Center Pkwy DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 50 100 150 200 250 300 350 400 450 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:08/17/2023 Project #:CA23_080248_044 NB SB EB WB Total 543 549 0 0 1,092 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 2 0 2 12:00 8 14 22 00:00 01:00 4 0 4 00:15 0 0 0 12:15 7 10 17 01:00 02:00 1 1 2 00:30 2 0 2 12:30 7 9 16 02:00 03:00 1 1 2 00:45 0 0 0 12:45 8 9 17 03:00 04:00 0 0 0 01:00 0 0 0 13:00 12 7 19 04:00 05:00 0 0 0 01:15 1 0 1 13:15 7 18 25 05:00 06:00 1 1 2 01:30 0 0 0 13:30 10 13 23 06:00 07:00 8 12 20 01:45 0 1 1 13:45 12 10 22 07:00 08:00 16 51 67 02:00 0 0 0 14:00 14 11 25 08:00 09:00 25 43 68 02:15 1 1 2 14:15 13 9 22 09:00 10:00 40 42 82 02:30 0 0 0 14:30 7 13 20 10:00 11:00 29 44 73 02:45 0 0 0 14:45 11 10 21 11:00 12:00 39 47 86 03:00 0 0 0 15:00 9 9 18 12:00 13:00 30 42 72 03:15 0 0 0 15:15 11 6 17 13:00 14:00 41 48 89 03:30 0 0 0 15:30 9 12 21 14:00 15:00 45 43 88 03:45 0 0 0 15:45 11 4 15 15:00 16:00 40 31 71 04:00 0 0 0 16:00 10 11 21 16:00 17:00 49 39 88 04:15 0 0 0 16:15 8 9 17 17:00 18:00 54 29 83 04:30 0 0 0 16:30 16 6 22 18:00 19:00 37 33 70 04:45 0 0 0 16:45 15 13 28 19:00 20:00 38 14 52 05:00 1 0 1 17:00 13 9 22 20:00 21:00 20 14 34 05:15 0 0 0 17:15 8 5 13 21:00 22:00 14 10 24 05:30 0 1 1 17:30 18 7 25 22:00 23:00 9 4 13 05:45 0 0 0 17:45 15 8 23 23:00 00:00 2 0 2 06:00 1 2 3 18:00 7 8 15 06:15 4 2 6 18:15 11 12 23 NB SB EB WB TOTAL 06:30 0 2 2 18:30 10 4 14 00:00 to 12:00 06:45 3 6 9 18:45 9 9 18 164 242 406 07:00 3 9 12 19:00 8 5 13 9:00 7:30 11:00 07:15 4 10 14 19:15 12 2 14 40 56 86 07:30 5 21 26 19:30 8 3 11 0.833 0.667 0.741 07:45 4 11 15 19:45 10 4 14 08:00 5 8 13 20:00 7 1 8 12:00 to 00:00 08:15 8 16 24 20:15 5 8 13 379 307 686 08:30 4 11 15 20:30 5 3 8 16:45 13:15 13:15 08:45 8 8 16 20:45 3 2 5 54 52 95 09:00 12 11 23 21:00 4 4 8 0.750 0.722 0.950 09:15 8 8 16 21:15 3 1 4 09:30 11 16 27 21:30 4 2 6 07:00 to 09:00 09:45 9 7 16 21:45 3 3 6 41 94 135 10:00 7 11 18 22:00 5 0 5 8:00 7:30 7:30 10:15 8 10 18 22:15 3 2 5 25 56 78 10:30 6 15 21 22:30 0 1 1 0.781 0.667 0.750 10:45 8 8 16 22:45 1 1 2 11:00 11 12 23 23:00 2 0 2 16:00 to 18:00 11:15 8 12 20 23:15 0 0 0 103 68 171 11:30 5 9 14 23:30 0 0 0 16:45 16:00 16:15 11:45 15 14 29 23:45 0 0 0 54 39 89 TOTALS 164 242 0 0 406 TOTALS 379 307 0 0 686 0.750 0.750 0.795 SPLIT % 40% 60% 0% 0% 37% SPLIT % 55% 45% 0% 0% 63% Peak Volume Prepared by National Data & Surveying Services VOLUME Riviera Dr Bet. San Marino Dr & Chapel Cove Dr DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume 0 10 20 30 40 50 60 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Wednesday City:San Rafael Date:11/1/2023 Project #:CA23_080248_045 NB SB EB WB Total 0 0 15,298 13,147 28,445 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 29 19 48 12:00 215 199 414 00:00 01:00 73 80 153 00:15 16 26 42 12:15 208 201 409 01:00 02:00 36 46 82 00:30 13 17 30 12:30 223 224 447 02:00 03:00 42 39 81 00:45 15 18 33 12:45 259 216 475 03:00 04:00 34 32 66 01:00 11 11 22 13:00 267 232 499 04:00 05:00 81 46 127 01:15 8 12 20 13:15 278 266 544 05:00 06:00 189 127 316 01:30 11 10 21 13:30 285 267 552 06:00 07:00 506 347 853 01:45 6 13 19 13:45 258 234 492 07:00 08:00 1025 757 1782 02:00 6 11 17 14:00 288 255 543 08:00 09:00 1226 855 2081 02:15 18 12 30 14:15 290 223 513 09:00 10:00 1180 712 1892 02:30 7 4 11 14:30 261 247 508 10:00 11:00 997 744 1741 02:45 11 12 23 14:45 335 276 611 11:00 12:00 877 832 1709 03:00 9 10 19 15:00 309 259 568 12:00 13:00 905 840 1745 03:15 9 7 16 15:15 284 278 562 13:00 14:00 1088 999 2087 03:30 7 8 15 15:30 249 231 480 14:00 15:00 1174 1001 2175 03:45 9 7 16 15:45 286 252 538 15:00 16:00 1128 1020 2148 04:00 17 16 33 16:00 300 264 564 16:00 17:00 1161 1083 2244 04:15 15 9 24 16:15 285 275 560 17:00 18:00 1146 1087 2233 04:30 21 7 28 16:30 301 252 553 18:00 19:00 826 872 1698 04:45 28 14 42 16:45 275 292 567 19:00 20:00 577 602 1179 05:00 39 18 57 17:00 315 264 579 20:00 21:00 426 429 855 05:15 37 16 53 17:15 312 296 608 21:00 22:00 348 287 635 05:30 47 36 83 17:30 284 257 541 22:00 23:00 173 209 382 05:45 66 57 123 17:45 235 270 505 23:00 00:00 80 101 181 06:00 92 59 151 18:00 234 233 467 06:15 116 76 192 18:15 223 207 430 NB SB EB WB TOTAL 06:30 139 84 223 18:30 211 205 416 00:00 to 12:00 06:45 159 128 287 18:45 158 227 385 6266 4617 10883 07:00 209 141 350 19:00 177 176 353 8:15 7:30 8:00 07:15 217 182 399 19:15 171 158 329 1259 855 2081 07:30 288 222 510 19:30 118 135 253 0.942 0.963 0.965 07:45 311 212 523 19:45 111 133 244 08:00 278 218 496 20:00 113 116 229 12:00 to 00:00 08:15 311 203 514 20:15 126 122 248 9032 8530 17562 08:30 334 198 532 20:30 89 103 192 16:30 16:45 16:30 08:45 303 236 539 20:45 98 88 186 1203 1109 2307 09:00 311 185 496 21:00 87 90 177 0.955 0.937 0.949 09:15 309 158 467 21:15 108 77 185 09:30 273 174 447 21:30 80 59 139 07:00 to 09:00 09:45 287 195 482 21:45 73 61 134 2251 1612 3863 10:00 258 188 446 22:00 38 77 115 7:45 7:30 8:00 10:15 257 186 443 22:15 53 56 109 1234 855 2081 10:30 242 188 430 22:30 48 30 78 0.924 0.963 0.965 10:45 240 182 422 22:45 34 46 80 11:00 245 176 421 23:00 31 34 65 16:00 to 18:00 11:15 217 213 430 23:15 23 26 49 2307 2170 4477 11:30 187 195 382 23:30 16 22 38 16:30 16:45 16:30 11:45 228 248 476 23:45 10 19 29 1203 1109 2307 TOTALS 0 0 6266 4617 10883 TOTALS 0 0 9032 8530 17562 0.955 0.937 0.949 SPLIT % 0% 0% 58% 42% 38% SPLIT % 0% 0% 51% 49% 62% Peak Volume Prepared by National Data & Surveying Services VOLUME 2nd St Bet. G St & Ida St DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume 0 200 400 600 800 1000 1200 1400 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:08/17/2023 Project #:CA23_080248_046 NB SB EB WB Total 0 0 4,804 4,815 9,619 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 4 4 8 12:00 73 71 144 00:00 01:00 15 11 26 00:15 4 2 6 12:15 90 73 163 01:00 02:00 11 13 24 00:30 3 1 4 12:30 61 80 141 02:00 03:00 6 3 9 00:45 4 4 8 12:45 87 95 182 03:00 04:00 4 8 12 01:00 2 2 4 13:00 76 97 173 04:00 05:00 6 15 21 01:15 4 4 8 13:15 78 65 143 05:00 06:00 43 46 89 01:30 5 4 9 13:30 51 57 108 06:00 07:00 98 156 254 01:45 0 3 3 13:45 67 79 146 07:00 08:00 137 244 381 02:00 2 0 2 14:00 49 83 132 08:00 09:00 220 255 475 02:15 1 0 1 14:15 57 63 120 09:00 10:00 229 308 537 02:30 0 1 1 14:30 93 72 165 10:00 11:00 248 207 455 02:45 3 2 5 14:45 96 77 173 11:00 12:00 280 252 532 03:00 0 4 4 15:00 119 104 223 12:00 13:00 311 319 630 03:15 1 0 1 15:15 97 80 177 13:00 14:00 272 298 570 03:30 0 1 1 15:30 91 116 207 14:00 15:00 295 295 590 03:45 3 3 6 15:45 106 70 176 15:00 16:00 413 370 783 04:00 2 4 6 16:00 116 103 219 16:00 17:00 491 365 856 04:15 0 1 1 16:15 140 106 246 17:00 18:00 562 320 882 04:30 2 4 6 16:30 111 75 186 18:00 19:00 415 441 856 04:45 2 6 8 16:45 124 81 205 19:00 20:00 284 407 691 05:00 6 10 16 17:00 106 55 161 20:00 21:00 184 249 433 05:15 3 13 16 17:15 127 67 194 21:00 22:00 149 141 290 05:30 19 12 31 17:30 146 86 232 22:00 23:00 82 54 136 05:45 15 11 26 17:45 183 112 295 23:00 00:00 49 38 87 06:00 16 27 43 18:00 120 154 274 06:15 22 27 49 18:15 111 100 211 NB SB EB WB TOTAL 06:30 28 53 81 18:30 98 93 191 00:00 to 12:00 06:45 32 49 81 18:45 86 94 180 1297 1518 2815 07:00 32 54 86 19:00 70 85 155 11:00 9:00 8:45 07:15 29 54 83 19:15 81 70 151 280 308 566 07:30 36 58 94 19:30 71 144 215 0.824 0.895 0.919 07:45 40 78 118 19:45 62 108 170 08:00 46 55 101 20:00 56 96 152 12:00 to 00:00 08:15 40 68 108 20:15 48 46 94 3507 3297 6804 08:30 48 68 116 20:30 47 55 102 17:15 17:45 17:30 08:45 86 64 150 20:45 33 52 85 576 459 1012 09:00 68 86 154 21:00 44 53 97 0.787 0.745 0.858 09:15 67 70 137 21:15 42 35 77 09:30 46 79 125 21:30 39 27 66 07:00 to 09:00 09:45 48 73 121 21:45 24 26 50 357 499 856 10:00 61 57 118 22:00 21 16 37 8:00 7:45 8:00 10:15 61 56 117 22:15 22 20 42 220 269 475 10:30 62 45 107 22:30 22 10 32 0.640 0.862 0.792 10:45 64 49 113 22:45 17 8 25 11:00 42 52 94 23:00 15 15 30 16:00 to 18:00 11:15 78 55 133 23:15 11 12 23 1053 685 1738 11:30 75 92 167 23:30 18 5 23 17:00 16:00 17:00 11:45 85 53 138 23:45 5 6 11 562 365 882 TOTALS 0 0 1297 1518 2815 TOTALS 0 0 3507 3297 6804 0.768 0.861 0.747 SPLIT % 0% 0% 46% 54% 29% SPLIT % 0% 0% 52% 48% 71% Peak Volume Prepared by National Data & Surveying Services VOLUME Smith Ranch Rd E/O Deer Valley Rd DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume 0 100 200 300 400 500 600 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Thursday City:San Rafael Date:08/17/2023 Project #:CA23_080248_047 NB SB EB WB Total 0 0 1,953 2,282 4,235 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 2 3 5 12:00 44 39 83 00:00 01:00 9 6 15 00:15 3 1 4 12:15 37 39 76 01:00 02:00 4 3 7 00:30 1 1 2 12:30 29 45 74 02:00 03:00 0 1 1 00:45 3 1 4 12:45 35 25 60 03:00 04:00 2 2 4 01:00 0 0 0 13:00 27 44 71 04:00 05:00 5 2 7 01:15 1 1 2 13:15 29 49 78 05:00 06:00 9 16 25 01:30 2 2 4 13:30 37 38 75 06:00 07:00 50 46 96 01:45 1 0 1 13:45 30 36 66 07:00 08:00 93 139 232 02:00 0 0 0 14:00 31 35 66 08:00 09:00 129 186 315 02:15 0 1 1 14:15 20 42 62 09:00 10:00 117 164 281 02:30 0 0 0 14:30 37 34 71 10:00 11:00 134 145 279 02:45 0 0 0 14:45 27 33 60 11:00 12:00 129 128 257 03:00 0 1 1 15:00 48 51 99 12:00 13:00 145 148 293 03:15 1 0 1 15:15 38 39 77 13:00 14:00 123 167 290 03:30 1 0 1 15:30 42 38 80 14:00 15:00 115 144 259 03:45 0 1 1 15:45 38 45 83 15:00 16:00 166 173 339 04:00 2 0 2 16:00 63 46 109 16:00 17:00 223 187 410 04:15 0 0 0 16:15 51 33 84 17:00 18:00 168 177 345 04:30 1 1 2 16:30 58 54 112 18:00 19:00 117 148 265 04:45 2 1 3 16:45 51 54 105 19:00 20:00 75 107 182 05:00 2 3 5 17:00 44 50 94 20:00 21:00 65 73 138 05:15 1 2 3 17:15 45 38 83 21:00 22:00 39 71 110 05:30 4 6 10 17:30 41 42 83 22:00 23:00 28 29 57 05:45 2 5 7 17:45 38 47 85 23:00 00:00 8 20 28 06:00 8 6 14 18:00 26 48 74 06:15 13 12 25 18:15 37 39 76 NB SB EB WB TOTAL 06:30 13 7 20 18:30 31 32 63 00:00 to 12:00 06:45 16 21 37 18:45 23 29 52 681 838 1519 07:00 13 23 36 19:00 23 35 58 9:45 7:45 8:00 07:15 28 34 62 19:15 20 22 42 140 188 315 07:30 20 36 56 19:30 20 25 45 0.897 0.959 0.847 07:45 32 46 78 19:45 12 25 37 08:00 30 48 78 20:00 12 12 24 12:00 to 00:00 08:15 23 45 68 20:15 24 19 43 1272 1444 2716 08:30 27 49 76 20:30 13 20 33 16:00 16:30 16:00 08:45 49 44 93 20:45 16 22 38 223 196 410 09:00 30 48 78 21:00 8 23 31 0.885 0.907 0.915 09:15 29 35 64 21:15 13 21 34 09:30 30 42 72 21:30 7 16 23 07:00 to 09:00 09:45 28 39 67 21:45 11 11 22 222 325 547 10:00 39 33 72 22:00 11 8 19 8:00 7:45 8:00 10:15 34 30 64 22:15 3 5 8 129 188 315 10:30 39 44 83 22:30 7 11 18 0.658 0.959 0.847 10:45 22 38 60 22:45 7 5 12 11:00 25 37 62 23:00 3 6 9 16:00 to 18:00 11:15 24 33 57 23:15 3 8 11 391 364 755 11:30 38 25 63 23:30 1 4 5 16:00 16:30 16:00 11:45 42 33 75 23:45 1 2 3 223 196 410 TOTALS 0 0 681 838 1519 TOTALS 0 0 1272 1444 2716 0.885 0.907 0.915 SPLIT % 0% 0% 45% 55% 36% SPLIT % 0% 0% 47% 53% 64% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Woodland Ave W/O Warner Ct DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 50 100 150 200 250 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Day:Tuesday City:San Rafael Date:09/19/2023 Project #:CA23_080248_048 NB SB EB WB Total 3,260 2,375 0 0 5,635 TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 4 1 5 12:00 45 28 73 00:00 01:00 10 3 13 00:15 0 1 1 12:15 55 38 93 01:00 02:00 7 3 10 00:30 3 0 3 12:30 46 33 79 02:00 03:00 2 1 3 00:45 3 1 4 12:45 53 29 82 03:00 04:00 2 2 4 01:00 3 1 4 13:00 57 46 103 04:00 05:00 7 6 13 01:15 1 0 1 13:15 66 40 106 05:00 06:00 46 18 64 01:30 3 1 4 13:30 57 21 78 06:00 07:00 103 86 189 01:45 0 1 1 13:45 36 25 61 07:00 08:00 228 176 404 02:00 0 0 0 14:00 43 31 74 08:00 09:00 341 192 533 02:15 1 0 1 14:15 47 53 100 09:00 10:00 210 154 364 02:30 0 1 1 14:30 53 50 103 10:00 11:00 186 132 318 02:45 1 0 1 14:45 65 51 116 11:00 12:00 194 136 330 03:00 0 0 0 15:00 67 44 111 12:00 13:00 199 128 327 03:15 1 0 1 15:15 71 51 122 13:00 14:00 216 132 348 03:30 0 0 0 15:30 69 74 143 14:00 15:00 208 185 393 03:45 1 2 3 15:45 65 54 119 15:00 16:00 272 223 495 04:00 2 0 2 16:00 49 38 87 16:00 17:00 215 209 424 04:15 2 1 3 16:15 59 55 114 17:00 18:00 227 201 428 04:30 2 3 5 16:30 57 58 115 18:00 19:00 184 147 331 04:45 1 2 3 16:45 50 58 108 19:00 20:00 144 104 248 05:00 10 4 14 17:00 66 71 137 20:00 21:00 109 58 167 05:15 4 3 7 17:15 52 47 99 21:00 22:00 91 50 141 05:30 12 5 17 17:30 53 46 99 22:00 23:00 46 19 65 05:45 20 6 26 17:45 56 37 93 23:00 00:00 13 10 23 06:00 19 12 31 18:00 53 44 97 06:15 15 21 36 18:15 42 37 79 NB SB EB WB TOTAL 06:30 30 19 49 18:30 50 39 89 00:00 to 12:00 06:45 39 34 73 18:45 39 27 66 1336 909 2245 07:00 39 36 75 19:00 39 31 70 8:00 7:30 8:00 07:15 53 45 98 19:15 43 25 68 341 198 533 07:30 53 45 98 19:30 34 30 64 0.907 0.900 0.938 07:45 83 50 133 19:45 28 18 46 08:00 75 55 130 20:00 32 16 48 12:00 to 00:00 08:15 83 48 131 20:15 28 13 41 1924 1466 3390 08:30 94 36 130 20:30 23 11 34 14:45 16:15 15:00 08:45 89 53 142 20:45 26 18 44 272 242 495 09:00 61 37 98 21:00 30 15 45 0.958 0.852 0.865 09:15 49 40 89 21:15 20 17 37 09:30 46 40 86 21:30 23 13 36 07:00 to 09:00 09:45 54 37 91 21:45 18 5 23 569 368 937 10:00 43 30 73 22:00 14 6 20 8:00 7:30 8:00 10:15 51 32 83 22:15 11 6 17 341 198 533 10:30 48 36 84 22:30 12 4 16 0.907 0.900 0.938 10:45 44 34 78 22:45 9 3 12 11:00 50 24 74 23:00 6 1 7 16:00 to 18:00 11:15 32 30 62 23:15 3 5 8 442 410 852 11:30 50 42 92 23:30 2 2 4 16:15 16:15 16:15 11:45 62 40 102 23:45 2 2 4 232 242 474 TOTALS 1336 909 0 0 2245 TOTALS 1924 1466 0 0 3390 0.879 0.852 0.865 SPLIT % 60% 40% 0% 0% 40% SPLIT % 57% 43% 0% 0% 60% Peak Hour Factor Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Prepared by National Data & Surveying Services VOLUME Woodland Ave Bet. S Auburn St & N Auburn St DAILY TOTALS DAILY TOTALS 15 Minutes Interval Hourly Intervals TIME STATISTICS Peak Period Volume Peak Hour 0 50 100 150 200 250 300 350 400 00 : 0 0 01 : 0 0 02 : 0 0 03 : 0 0 04 : 0 0 05 : 0 0 06 : 0 0 07 : 0 0 08 : 0 0 09 : 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 NB SB EB WB Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 1 19 1 20 21 22 2 23 3 24 6 25 8 26 8 27 11 28 10 29 12 30 10 31 9 32 6 33 7 34 3 35 2 36 37 1 38 39 40 1 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 101 18 - 40 29 mph 32 mph 24 - 33 87 86% 6% / 7 7% / 7 SPEED PARAMETERS 2nd St Bet. A St & Lindaro St City of San Rafael Eastbound Spot Speeds 14:55-15:55 11/6/2023 Project #: 23-080249-001 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:40 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 3 24 25 26 27 1 28 29 30 4 31 4 32 5 33 7 34 8 35 11 36 12 37 12 38 9 39 8 40 8 41 10 42 10 43 5 44 6 45 46 47 2 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 125 23 - 47 37 mph 42 mph 33 - 42 95 76% 13% / 17 11% / 13 SPEED PARAMETERS Point San Pedro Rd Bet. Peacock Dr & Knight Dr City of San Rafael Northbound Spot Speeds 09:00-11:30 8/29/2023 Project #: 23-080249-003 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:40 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 1 20 21 22 23 2 24 25 2 26 5 27 4 28 6 29 6 30 8 31 12 32 12 33 8 34 13 35 11 36 8 37 6 38 7 39 5 40 5 41 1 42 2 43 1 44 3 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 128 19 - 44 33 mph 38 mph 29 - 38 91 71% 15% / 20 14% / 17 SPEED PARAMETERS Point San Pedro Rd Bet. Peacock Dr & Knight Dr City of San Rafael Southbound Spot Speeds 09:00-11:30 8/29/2023 Project #: 23-080249-003 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:40 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 1 20 21 22 23 5 24 25 2 26 5 27 5 28 6 29 6 30 12 31 16 32 17 33 15 34 21 35 22 36 20 37 18 38 16 39 13 40 13 41 11 42 12 43 6 44 9 45 46 47 2 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 253 19 - 47 35 mph 41 mph 31 - 40 171 68% 16% / 42 16% / 40 SPEED PARAMETERS Point San Pedro Rd Bet. Peacock Dr & Knight Dr City of San Rafael Northbound & Southbound Spot Speeds 09:00-11:30 8/29/2023 Project #: 23-080249-003 0 5 10 15 20 25 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:40 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 25 26 27 28 29 30 1 31 1 32 1 33 34 1 35 4 36 5 37 6 38 8 39 6 40 11 41 12 42 10 43 8 44 8 45 6 46 5 47 8 48 3 49 3 50 5 51 1 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 114 24 - 51 41 mph 47 mph 38 - 47 82 72% 17% / 20 11% / 12 SPEED PARAMETERS Point San Pedro Rd Bet. San Rafael Rock Quarry & Cantera Way City of San Rafael Northbound Spot Speeds 09:00-10:49 8/31/2023 Project #: 23-080249-004 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:40 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 32 33 34 1 35 36 2 37 6 38 6 39 12 40 15 41 10 42 6 43 6 44 7 45 7 46 5 47 8 48 5 49 2 50 2 51 1 52 2 53 1 54 1 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 106 31 - 54 41 mph 47 mph 38 - 47 82 77% 9% / 10 14% / 14 SPEED PARAMETERS Point San Pedro Rd Bet. San Rafael Rock Quarry & Cantera Way City of San Rafael Southbound Spot Speeds 09:00-10:49 8/31/2023 Project #: 23-080249-004 0 2 4 6 8 10 12 14 16 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:40 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 25 26 27 28 29 30 1 31 2 32 1 33 34 2 35 4 36 7 37 12 38 14 39 18 40 26 41 22 42 16 43 14 44 15 45 13 46 10 47 16 48 8 49 5 50 7 51 2 52 2 53 1 54 1 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 220 24 - 54 41 mph 47 mph 38 - 47 164 75% 13% / 30 12% / 26 SPEED PARAMETERS Point San Pedro Rd Bet. San Rafael Rock Quarry & Cantera Way City of San Rafael Northbound & Southbound Spot Speeds 09:00-10:49 8/31/2023 Project #: 23-080249-004 0 5 10 15 20 25 30 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:40 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 29 1 30 1 31 1 32 2 33 2 34 5 35 3 36 6 37 7 38 8 39 11 40 7 41 9 42 8 43 6 44 7 45 7 46 2 47 3 48 1 49 50 2 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 28 - 50 40 mph 44 mph 36 - 45 76 76% 16% / 16 8% / 8 SPEED PARAMETERS Point San Pedro Rd Bet. Aqua Vista Dr & Royal Ct City of San Rafael Eastbound Spot Speeds 14:20-15:05 10/19/2023 Project #: 23-080249-005 0 2 4 6 8 10 12 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:40 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 1 33 34 2 35 3 36 3 37 3 38 8 39 11 40 9 41 13 42 10 43 10 44 7 45 5 46 3 47 4 48 5 49 1 50 2 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 32 - 50 41 mph 45 mph 38 - 47 80 80% 12% / 12 8% / 8 SPEED PARAMETERS Point San Pedro Rd Bet. Aqua Vista Dr & Royal Ct City of San Rafael Westbound Spot Speeds 14:20-15:05 10/19/2023 Project #: 23-080249-005 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:40 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 29 1 30 1 31 1 32 3 33 2 34 7 35 6 36 9 37 10 38 16 39 22 40 16 41 22 42 18 43 16 44 14 45 12 46 5 47 7 48 6 49 1 50 4 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 200 28 - 50 41 mph 45 mph 36 - 45 155 78% 11% / 22 12% / 23 SPEED PARAMETERS Point San Pedro Rd Bet. Aqua Vista Dr & Royal Ct City of San Rafael Eastbound & Westbound Spot Speeds 14:20-15:05 10/19/2023 Project #: 23-080249-005 0 5 10 15 20 25 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:40 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 29 2 30 3 31 3 32 8 33 9 34 11 35 12 36 10 37 11 38 13 39 11 40 9 41 8 42 7 43 7 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 125 28 - 43 37 mph 41 mph 32 - 41 102 82% 7% / 9 12% / 14 SPEED PARAMETERS Point San Pedro Rd W/O Loch Lomond Dr City of San Rafael Eastbound Spot Speeds 09:35-11:44 8/29/2023 Project #: 23-080249-006 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:40 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 1 27 1 28 1 29 30 4 31 2 32 12 33 7 34 9 35 12 36 11 37 10 38 15 39 11 40 11 41 5 42 3 43 3 44 1 45 1 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 120 26 - 45 36 mph 40 mph 32 - 41 103 86% 7% / 9 7% / 8 SPEED PARAMETERS Point San Pedro Rd W/O Loch Lomond Dr City of San Rafael Westbound Spot Speeds 09:35-11:44 8/29/2023 Project #: 23-080249-006 0 2 4 6 8 10 12 14 16 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:40 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 1 27 1 28 2 29 2 30 7 31 5 32 20 33 16 34 20 35 24 36 21 37 21 38 28 39 22 40 20 41 13 42 10 43 10 44 1 45 1 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 245 26 - 45 37 mph 40 mph 32 - 41 205 84% 7% / 18 9% / 22 SPEED PARAMETERS Point San Pedro Rd W/O Loch Lomond Dr City of San Rafael Eastbound & Westbound Spot Speeds 09:35-11:44 8/29/2023 Project #: 23-080249-006 0 5 10 15 20 25 30 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1 26 2 27 5 28 3 29 6 30 6 31 4 32 8 33 11 34 8 35 8 36 8 37 6 38 8 39 3 40 5 41 2 42 1 43 1 44 45 1 46 1 47 1 48 1 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 25 - 48 34 mph 39 mph 29 - 38 73 73% 11% / 11 16% / 16 SPEED PARAMETERS Point San Pedro Rd/3rd St W/O Embarcadero Way City of San Rafael Eastbound Spot Speeds 13:20-14:10 10/19/2023 Project #: 23-080249-007 0 2 4 6 8 10 12 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2 27 4 28 5 29 8 30 7 31 8 32 11 33 13 34 10 35 10 36 6 37 7 38 5 39 3 40 1 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 26 - 40 33 mph 37 mph 28 - 37 85 85% 6% / 6 9% / 9 SPEED PARAMETERS Point San Pedro Rd/3rd St W/O Embarcadero Way City of San Rafael Westbound Spot Speeds 13:20-14:10 10/19/2023 Project #: 23-080249-007 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1 26 4 27 9 28 8 29 14 30 13 31 12 32 19 33 24 34 18 35 18 36 14 37 13 38 13 39 6 40 6 41 2 42 1 43 1 44 45 1 46 1 47 1 48 1 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 200 25 - 48 33 mph 38 mph 29 - 38 158 79% 11% / 22 10% / 20 SPEED PARAMETERS Point San Pedro Rd/3rd St W/O Embarcadero Way City of San Rafael Eastbound & Westbound Spot Speeds 13:20-14:10 10/19/2023 Project #: 23-080249-007 0 5 10 15 20 25 30 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 2 22 1 23 3 24 3 25 4 26 7 27 10 28 10 29 7 30 14 31 12 32 13 33 11 34 10 35 8 36 5 37 3 38 8 39 3 40 1 41 42 1 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 136 21 - 42 31 mph 36 mph 26 - 35 102 75% 9% / 13 16% / 21 SPEED PARAMETERS Andersen Dr S/O Simms St/Jacoby St City of San Rafael Northbound Spot Speeds 10:00-10:34 9/21/2023 Project #: 23-080249-008 0 2 4 6 8 10 12 14 16 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 1 22 2 23 3 24 2 25 7 26 6 27 6 28 12 29 13 30 13 31 12 32 8 33 10 34 8 35 12 36 3 37 2 38 3 39 1 40 1 41 1 42 43 1 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 127 21 - 43 30 mph 35 mph 26 - 35 100 79% 11% / 15 10% / 12 SPEED PARAMETERS Andersen Dr S/O Simms St/Jacoby St City of San Rafael Southbound Spot Speeds 10:00-10:34 9/21/2023 Project #: 23-080249-008 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 3 22 3 23 6 24 5 25 11 26 13 27 16 28 22 29 20 30 27 31 24 32 21 33 21 34 18 35 20 36 8 37 5 38 11 39 4 40 2 41 1 42 1 43 1 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 263 21 - 43 31 mph 35 mph 26 - 35 202 77% 10% / 28 13% / 33 SPEED PARAMETERS Andersen Dr S/O Simms St/Jacoby St City of San Rafael Northbound & Southbound Spot Speeds 10:00-10:34 9/21/2023 Project #: 23-080249-008 0 5 10 15 20 25 30 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 1 20 21 22 1 23 1 24 1 25 7 26 6 27 10 28 10 29 12 30 10 31 13 32 13 33 10 34 9 35 9 36 6 37 7 38 5 39 4 40 1 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 136 19 - 40 31 mph 36 mph 26 - 35 102 75% 8% / 11 17% / 23 SPEED PARAMETERS Andersen Dr Bet. Francisco Blvd W & Ballam Blvd City of San Rafael Eastbound Spot Speeds 11:20-12:04 9/21/2023 Project #: 23-080249-009 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 1 24 25 3 26 4 27 5 28 8 29 9 30 11 31 15 32 15 33 10 34 8 35 6 36 4 37 5 38 2 39 1 40 1 41 1 42 2 43 44 45 1 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 112 23 - 45 31 mph 36 mph 26 - 35 91 81% 3% / 4 16% / 17 SPEED PARAMETERS Andersen Dr Bet. Francisco Blvd W & Ballam Blvd City of San Rafael Westbound Spot Speeds 11:20-12:04 9/21/2023 Project #: 23-080249-009 0 2 4 6 8 10 12 14 16 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 1 20 21 22 1 23 2 24 1 25 10 26 10 27 15 28 18 29 21 30 21 31 28 32 28 33 20 34 17 35 15 36 10 37 12 38 7 39 5 40 2 41 1 42 2 43 44 45 1 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 248 19 - 45 31 mph 36 mph 26 - 35 193 78% 6% / 15 17% / 40 SPEED PARAMETERS Andersen Dr Bet. Francisco Blvd W & Ballam Blvd City of San Rafael Eastbound & Westbound Spot Speeds 11:20-12:04 9/21/2023 Project #: 23-080249-009 0 5 10 15 20 25 30 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2 26 2 27 5 28 8 29 7 30 10 31 7 32 8 33 7 34 8 35 6 36 7 37 4 38 3 39 2 40 6 41 3 42 3 43 1 44 1 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 25 - 44 33 mph 39 mph 27 - 36 73 73% 4% / 4 23% / 23 SPEED PARAMETERS Andersen Dr Bet. Lindaro St & Irwin St City of San Rafael Eastbound Spot Speeds 11:25-12:05 10/19/2023 Project #: 23-080249-010 0 2 4 6 8 10 12 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2 25 3 26 2 27 1 28 2 29 3 30 6 31 7 32 8 33 10 34 13 35 10 36 10 37 6 38 6 39 5 40 4 41 1 42 43 1 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 24 - 43 34 mph 38 mph 30 - 39 81 81% 13% / 13 6% / 6 SPEED PARAMETERS Andersen Dr Bet. Lindaro St & Irwin St City of San Rafael Westbound Spot Speeds 11:25-12:05 10/19/2023 Project #: 23-080249-010 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2 25 5 26 4 27 6 28 10 29 10 30 16 31 14 32 16 33 17 34 21 35 16 36 17 37 10 38 9 39 7 40 10 41 4 42 3 43 2 44 1 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 200 24 - 44 33 mph 38 mph 28 - 37 147 74% 8% / 17 18% / 36 SPEED PARAMETERS Andersen Dr Bet. Lindaro St & Irwin St City of San Rafael Eastbound & Westbound Spot Speeds 11:25-12:05 10/19/2023 Project #: 23-080249-010 0 5 10 15 20 25 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 2 17 3 18 5 19 10 20 6 21 4 22 12 23 6 24 9 25 7 26 5 27 10 28 7 29 8 30 3 31 10 32 3 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 110 16 - 32 24 mph 29 mph 22 - 31 77 70% 27% / 30 3% / 3 SPEED PARAMETERS B St Bet. Albert Park Ln & Treanor St City of San Rafael Northbound Spot Speeds 10:15-11:25 9/7/2023 Project #: 23-080249-011 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 3 20 1 21 9 22 5 23 8 24 10 25 9 26 15 27 7 28 10 29 8 30 7 31 3 32 2 33 5 34 8 35 4 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 114 19 - 35 26 mph 32 mph 21 - 30 88 77% 3% / 4 20% / 22 SPEED PARAMETERS B St Bet. Albert Park Ln & Treanor St City of San Rafael Southbound Spot Speeds 10:15-11:25 9/7/2023 Project #: 23-080249-011 0 2 4 6 8 10 12 14 16 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 2 17 3 18 5 19 13 20 7 21 13 22 17 23 14 24 19 25 16 26 20 27 17 28 17 29 16 30 10 31 13 32 5 33 5 34 8 35 4 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 224 16 - 35 26 mph 31 mph 21 - 30 159 71% 13% / 30 16% / 35 SPEED PARAMETERS B St Bet. Albert Park Ln & Treanor St City of San Rafael Northbound & Southbound Spot Speeds 10:15-11:25 9/7/2023 Project #: 23-080249-011 0 5 10 15 20 25 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 1 14 3 15 2 16 4 17 3 18 3 19 1 20 1 21 1 22 2 23 1 24 25 3 26 1 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 26 13 - 26 17 mph 25 mph 13 - 22 21 81% 0% / 0 20% / 5 SPEED PARAMETERS Balboa Ave N/O Las Casas Dr City of San Rafael Northbound Spot Speeds 13:00-16:00 9/7/2023 Project #: 23-080249-012 0 2 4 6 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 1 15 3 16 1 17 3 18 3 19 1 20 2 21 1 22 1 23 2 24 3 25 1 26 27 1 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 23 14 - 27 19 mph 24 mph 15 - 24 21 91% 4% / 1 5% / 1 SPEED PARAMETERS Balboa Ave N/O Las Casas Dr City of San Rafael Southbound Spot Speeds 13:00-16:00 9/7/2023 Project #: 23-080249-012 0 2 4 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 1 14 4 15 5 16 5 17 6 18 6 19 2 20 3 21 2 22 3 23 3 24 3 25 4 26 1 27 1 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 49 13 - 27 18 mph 24 mph 15 - 24 42 86% 10% / 5 5% / 2 SPEED PARAMETERS Balboa Ave N/O Las Casas Dr City of San Rafael Northbound & Southbound Spot Speeds 13:00-16:00 9/7/2023 Project #: 23-080249-012 0 5 10 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 1 16 17 2 18 2 19 4 20 1 21 5 22 5 23 10 24 13 25 10 26 11 27 12 28 7 29 9 30 8 31 3 32 5 33 3 34 1 35 1 36 37 1 38 39 40 1 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 115 15 - 40 26 mph 30 mph 21 - 30 90 78% 8% / 10 14% / 15 SPEED PARAMETERS Civic Center Dr S/O Mclnnis Pkwy City of San Rafael Northbound Spot Speeds 13:20-15:00 8/30/2023 Project #: 23-080249-013 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 1 17 1 18 2 19 2 20 5 21 9 22 8 23 12 24 8 25 8 26 9 27 8 28 6 29 6 30 5 31 2 32 1 33 1 34 3 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 97 16 - 34 25 mph 29 mph 20 - 29 79 81% 6% / 6 13% / 12 SPEED PARAMETERS Civic Center Dr S/O Mclnnis Pkwy City of San Rafael Southbound Spot Speeds 13:20-15:00 8/30/2023 Project #: 23-080249-013 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 1 16 1 17 3 18 4 19 6 20 6 21 14 22 13 23 22 24 21 25 18 26 20 27 20 28 13 29 15 30 13 31 5 32 6 33 4 34 4 35 1 36 37 1 38 39 40 1 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 212 15 - 40 25 mph 30 mph 21 - 30 169 80% 9% / 21 11% / 22 SPEED PARAMETERS Civic Center Dr S/O Mclnnis Pkwy City of San Rafael Northbound & Southbound Spot Speeds 13:20-15:00 8/30/2023 Project #: 23-080249-013 0 5 10 15 20 25 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 3 19 3 20 7 21 6 22 4 23 9 24 3 25 11 26 14 27 7 28 17 29 10 30 7 31 12 32 8 33 3 34 2 35 2 36 37 38 1 39 40 41 42 43 44 1 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 130 18 - 44 27 mph 31 mph 23 - 32 98 75% 17% / 23 7% / 9 SPEED PARAMETERS D St Bet. Ross St & Frances St City of San Rafael Northbound Spot Speeds 09:00-09:35 11/9/2023 Project #: 23-080249-014 0 2 4 6 8 10 12 14 16 18 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 2 17 2 18 2 19 2 20 1 21 4 22 5 23 4 24 5 25 11 26 11 27 10 28 8 29 9 30 12 31 6 32 6 33 2 34 35 36 1 37 38 39 1 40 41 1 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 105 16 - 41 27 mph 31 mph 23 - 32 82 78% 17% / 18 5% / 5 SPEED PARAMETERS D St Bet. Ross St & Frances St City of San Rafael Southbound Spot Speeds 09:00-09:35 11/9/2023 Project #: 23-080249-014 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 2 17 2 18 5 19 5 20 8 21 10 22 9 23 13 24 8 25 22 26 25 27 17 28 25 29 19 30 19 31 18 32 14 33 5 34 2 35 2 36 1 37 38 1 39 1 40 41 1 42 43 44 1 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 235 16 - 44 27 mph 31 mph 23 - 32 180 77% 17% / 41 6% / 14 SPEED PARAMETERS D St Bet. Ross St & Frances St City of San Rafael Northbound & Southbound Spot Speeds 09:00-09:35 11/9/2023 Project #: 23-080249-014 0 5 10 15 20 25 30 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 2 20 3 21 2 22 5 23 3 24 6 25 3 26 1 27 3 28 2 29 5 30 2 31 1 32 1 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 39 19 - 32 24 mph 29 mph 20 - 29 33 85% 5% / 2 11% / 4 SPEED PARAMETERS Du Bois St Bet. Rice Dr & Andersen Dr City of San Rafael Northbound Spot Speeds 11:00-13:00 10/18/2023 Project #: 23-080249-015 0 2 4 6 8 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 1 18 19 1 20 21 5 22 1 23 2 24 1 25 5 26 3 27 2 28 6 29 2 30 1 31 1 32 2 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 33 17 - 32 26 mph 29 mph 21 - 30 28 85% 6% / 2 10% / 3 SPEED PARAMETERS Du Bois St Bet. Rice Dr & Andersen Dr City of San Rafael Southbound Spot Speeds 11:00-13:00 10/18/2023 Project #: 23-080249-015 0 2 4 6 8 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 1 18 19 3 20 3 21 7 22 6 23 5 24 7 25 8 26 4 27 5 28 8 29 7 30 3 31 2 32 3 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 72 17 - 32 25 mph 29 mph 20 - 29 60 83% 5% / 4 12% / 8 SPEED PARAMETERS Du Bois St Bet. Rice Dr & Andersen Dr City of San Rafael Northbound & Southbound Spot Speeds 11:00-13:00 10/18/2023 Project #: 23-080249-015 0 5 10 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 1 17 2 18 2 19 2 20 7 21 10 22 9 23 11 24 10 25 13 26 9 27 8 28 5 29 3 30 3 31 3 32 2 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 16 - 32 24 mph 28 mph 20 - 29 85 85% 7% / 7 8% / 8 SPEED PARAMETERS 5th Ave Bet. Irwin St & Grand Ave City of San Rafael Eastbound Spot Speeds 09:30-10:50 9/26/2023 Project #: 23-080249-016 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 1 18 1 19 5 20 7 21 5 22 7 23 11 24 10 25 13 26 12 27 11 28 9 29 5 30 2 31 3 32 33 1 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 103 17 - 33 25 mph 28 mph 19 - 28 90 87% 1% / 2 11% / 11 SPEED PARAMETERS 5th Ave Bet. Irwin St & Grand Ave City of San Rafael Westbound Spot Speeds 09:30-10:50 9/26/2023 Project #: 23-080249-016 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 1 17 3 18 3 19 7 20 14 21 15 22 16 23 22 24 20 25 26 26 21 27 19 28 14 29 8 30 5 31 6 32 2 33 1 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 203 16 - 33 25 mph 28 mph 20 - 29 175 86% 6% / 14 7% / 14 SPEED PARAMETERS 5th Ave Bet. Irwin St & Grand Ave City of San Rafael Eastbound & Westbound Spot Speeds 09:30-10:50 9/26/2023 Project #: 23-080249-016 0 5 10 15 20 25 30 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 2 18 4 19 2 20 7 21 12 22 14 23 16 24 12 25 6 26 8 27 9 28 5 29 2 30 31 1 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 17 - 31 23 mph 27 mph 19 - 28 91 91% 6% / 6 3% / 3 SPEED PARAMETERS 5th Ave S/O Davenport Ct City of San Rafael Northbound Spot Speeds 09:00-10:05 9/7/2023 Project #: 23-080249-017 0 2 4 6 8 10 12 14 16 18 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 3 22 5 23 9 24 14 25 16 26 9 27 13 28 10 29 11 30 7 31 10 32 4 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 111 21 - 32 26 mph 30 mph 22 - 31 104 94% 2% / 3 4% / 4 SPEED PARAMETERS 5th Ave S/O Davenport Ct City of San Rafael Southbound Spot Speeds 09:00-10:05 9/7/2023 Project #: 23-080249-017 0 2 4 6 8 10 12 14 16 18 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 2 18 4 19 2 20 7 21 15 22 19 23 25 24 26 25 22 26 17 27 22 28 15 29 13 30 7 31 11 32 4 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 211 17 - 32 25 mph 29 mph 20 - 29 181 86% 3% / 8 11% / 22 SPEED PARAMETERS 5th Ave S/O Davenport Ct City of San Rafael Northbound & Southbound Spot Speeds 09:00-10:05 9/7/2023 Project #: 23-080249-017 0 5 10 15 20 25 30 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 1 15 1 16 2 17 5 18 10 19 14 20 11 21 13 22 9 23 11 24 8 25 7 26 7 27 3 28 2 29 1 30 3 31 32 1 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 109 14 - 32 21 mph 26 mph 17 - 26 95 87% 3% / 4 10% / 10 SPEED PARAMETERS 4th St Bet. F St & Shaver St City of San Rafael Eastbound Spot Speeds 13:35-14:25 9/21/2023 Project #: 23-080249-018 0 2 4 6 8 10 12 14 16 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 2 14 2 15 1 16 4 17 6 18 12 19 8 20 9 21 15 22 11 23 10 24 6 25 10 26 5 27 5 28 29 1 30 2 31 32 33 34 35 36 1 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 110 13 - 36 21 mph 25 mph 17 - 26 92 84% 8% / 9 9% / 9 SPEED PARAMETERS 4th St Bet. F St & Shaver St City of San Rafael Westbound Spot Speeds 13:35-14:25 9/21/2023 Project #: 23-080249-018 0 2 4 6 8 10 12 14 16 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 2 14 3 15 2 16 6 17 11 18 22 19 22 20 20 21 28 22 20 23 21 24 14 25 17 26 12 27 8 28 2 29 2 30 5 31 32 1 33 34 35 36 1 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 219 13 - 36 21 mph 25 mph 17 - 26 187 85% 5% / 13 9% / 19 SPEED PARAMETERS 4th St Bet. F St & Shaver St City of San Rafael Eastbound & Westbound Spot Speeds 13:35-14:25 9/21/2023 Project #: 23-080249-018 0 5 10 15 20 25 30 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 1 21 1 22 1 23 5 24 4 25 3 26 5 27 6 28 5 29 4 30 4 31 5 32 10 33 8 34 8 35 11 36 12 37 7 38 7 39 4 40 5 41 2 42 2 43 2 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 122 20 - 43 33 mph 38 mph 31 - 40 77 63% 31% / 39 5% / 6 SPEED PARAMETERS 4th St Bet. Alexander Ave & Greenfield Ave City of San Rafael Eastbound Spot Speeds 14:00-14:49 9/21/2023 Project #: 23-080249-019 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2 28 5 29 3 30 12 31 9 32 14 33 8 34 13 35 7 36 10 37 10 38 9 39 7 40 6 41 4 42 5 43 4 44 1 45 1 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 130 27 - 45 34 mph 40 mph 30 - 39 99 76% 7% / 10 17% / 21 SPEED PARAMETERS 4th St Bet. Alexander Ave & Greenfield Ave City of San Rafael Westbound Spot Speeds 14:00-14:49 9/21/2023 Project #: 23-080249-019 0 2 4 6 8 10 12 14 16 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 1 21 1 22 1 23 5 24 4 25 3 26 5 27 8 28 10 29 7 30 16 31 14 32 24 33 16 34 21 35 18 36 22 37 17 38 16 39 11 40 11 41 6 42 7 43 6 44 1 45 1 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 252 20 - 45 34 mph 39 mph 30 - 39 175 69% 17% / 45 13% / 32 SPEED PARAMETERS 4th St Bet. Alexander Ave & Greenfield Ave City of San Rafael Eastbound & Westbound Spot Speeds 14:00-14:49 9/21/2023 Project #: 23-080249-019 0 5 10 15 20 25 30 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 1 23 1 24 3 25 3 26 6 27 9 28 9 29 9 30 7 31 7 32 7 33 6 34 8 35 5 36 7 37 4 38 3 39 1 40 2 41 1 42 1 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 22 - 42 31 mph 36 mph 27 - 36 74 74% 14% / 14 12% / 12 SPEED PARAMETERS Francisco Blvd Bet Bellam Blvd & Grand Ave City of San Rafael Eastbound Spot Speeds 10:30-11:20 2/16/2024 Project #: 24-080039-002 0 2 4 6 8 10 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 1 22 3 23 3 24 5 25 9 26 8 27 7 28 11 29 11 30 8 31 7 32 8 33 6 34 5 35 3 36 2 37 2 38 39 2 40 1 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 102 21 - 40 29 mph 33 mph 24 - 33 80 78% 6% / 7 15% / 15 SPEED PARAMETERS Francisco Blvd Bet Bellam Blvd & Grand Ave City of San Rafael Westbound Spot Speeds 10:30-11:20 2/16/2024 Project #: 24-080039-002 0 2 4 6 8 10 12 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 1 22 4 23 4 24 8 25 12 26 14 27 16 28 20 29 20 30 15 31 14 32 15 33 12 34 13 35 8 36 9 37 6 38 3 39 3 40 3 41 1 42 1 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 202 21 - 42 30 mph 35 mph 25 - 34 151 75% 8% / 17 17% / 34 SPEED PARAMETERS Francisco Blvd Bet Bellam Blvd & Grand Ave City of San Rafael Eastbound & Westbound Spot Speeds 10:30-11:20 2/16/2024 Project #: 24-080039-002 0 5 10 15 20 25 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2 27 2 28 2 29 5 30 5 31 6 32 7 33 8 34 6 35 8 36 10 37 8 38 8 39 6 40 5 41 2 42 2 43 2 44 2 45 1 46 1 47 2 48 2 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 102 26 - 48 35 mph 40 mph 30 - 39 72 71% 10% / 11 19% / 19 SPEED PARAMETERS Francisco Blvd E Bet. Irene St & Castro Ave City of San Rafael Southbound Spot Speeds 12:20-13:00 10/19/2023 Project #: 23-080249-021 0 2 4 6 8 10 12 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 2 17 2 18 3 19 4 20 5 21 4 22 3 23 3 24 8 25 8 26 6 27 13 28 18 29 8 30 10 31 4 32 10 33 4 34 3 35 1 36 4 37 6 38 4 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 133 16 - 38 28 mph 33 mph 24 - 33 89 67% 19% / 26 14% / 18 SPEED PARAMETERS Francisco Blvd W Bet. Irwin St & Rice Dr City of San Rafael Eastbound Spot Speeds 15:00-16:00 11/9/2023 Project #: 23-080249-022 0 2 4 6 8 10 12 14 16 18 20 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 4 21 1 22 3 23 6 24 10 25 14 26 7 27 7 28 6 29 6 30 8 31 10 32 8 33 5 34 5 35 4 36 2 37 38 39 40 41 42 2 43 2 44 1 45 46 1 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 112 20 - 46 28 mph 34 mph 23 - 32 82 73% 7% / 8 20% / 22 SPEED PARAMETERS Francisco Blvd W Bet. Rice Dr & US 101 SB Off Ramp City of San Rafael Eastbound Spot Speeds 15:10-16:00 11/9/2023 Project #: 23-080249-023 0 2 4 6 8 10 12 14 16 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 5 20 3 21 2 22 4 23 3 24 4 25 10 26 10 27 8 28 8 29 13 30 10 31 5 32 4 33 3 34 5 35 5 36 2 37 3 38 39 40 1 41 42 2 43 2 44 45 46 47 1 48 2 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 115 19 - 48 29 mph 35 mph 25 - 34 76 66% 18% / 21 16% / 18 SPEED PARAMETERS Francisco Blvd W Bet. Rice Dr & US 101 SB Off Ramp City of San Rafael Westbound Spot Speeds 15:10-16:00 11/9/2023 Project #: 23-080249-023 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 5 20 7 21 3 22 7 23 9 24 14 25 24 26 17 27 15 28 14 29 19 30 18 31 15 32 12 33 8 34 10 35 9 36 4 37 3 38 39 40 1 41 42 4 43 4 44 1 45 46 1 47 1 48 2 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 227 19 - 48 28 mph 34 mph 23 - 32 157 69% 9% / 22 22% / 48 SPEED PARAMETERS Francisco Blvd W Bet. Rice Dr & US 101 SB Off Ramp City of San Rafael Eastbound & Westbound Spot Speeds 15:10-16:00 11/9/2023 Project #: 23-080249-023 0 5 10 15 20 25 30 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 2 17 4 18 2 19 7 20 8 21 11 22 11 23 12 24 10 25 15 26 11 27 4 28 6 29 3 30 1 31 2 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 109 16 - 31 23 mph 26 mph 19 - 28 95 87% 7% / 8 6% / 6 SPEED PARAMETERS Grand Ave Bet. Watt Ave & Jewell St City of San Rafael Northbound Spot Speeds 09:00-11:25 9/6/2023 Project #: 23-080249-024 0 2 4 6 8 10 12 14 16 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 2 17 3 18 3 19 5 20 8 21 9 22 9 23 9 24 14 25 22 26 20 27 4 28 4 29 3 30 2 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 117 16 - 30 24 mph 26 mph 19 - 28 104 89% 6% / 8 5% / 5 SPEED PARAMETERS Grand Ave Bet. Watt Ave & Jewell St City of San Rafael Southbound Spot Speeds 09:00-11:25 9/6/2023 Project #: 23-080249-024 0 2 4 6 8 10 12 14 16 18 20 22 24 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 4 17 7 18 5 19 12 20 16 21 20 22 20 23 21 24 24 25 37 26 31 27 8 28 10 29 6 30 3 31 2 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 226 16 - 31 24 mph 26 mph 19 - 28 199 88% 7% / 16 5% / 11 SPEED PARAMETERS Grand Ave Bet. Watt Ave & Jewell St City of San Rafael Northbound & Southbound Spot Speeds 09:00-11:25 9/6/2023 Project #: 23-080249-024 0 5 10 15 20 25 30 35 40 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 1 18 2 19 4 20 6 21 7 22 8 23 9 24 11 25 8 26 7 27 6 28 6 29 4 30 4 31 2 32 1 33 3 34 3 35 2 36 37 38 1 39 1 40 2 41 1 42 43 44 1 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 17 - 44 25 mph 31 mph 19 - 28 72 72% 3% / 3 25% / 25 SPEED PARAMETERS Hetherton St Bet. 5th Ave & Mission Ave City of San Rafael Southbound Spot Speeds 14:25-15:40 9/26/2023 Project #: 23-080249-025 0 2 4 6 8 10 12 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 2 18 2 19 3 20 4 21 6 22 6 23 7 24 10 25 12 26 12 27 12 28 9 29 7 30 4 31 1 32 2 33 1 34 35 1 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 101 17 - 35 25 mph 29 mph 20 - 29 85 84% 6% / 7 9% / 9 SPEED PARAMETERS Irwin St Bet. 4th St & 5th Ave City of San Rafael Northbound Spot Speeds 11:15-12:30 9/26/2023 Project #: 23-080249-026 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:None Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 1 18 19 20 1 21 22 8 23 5 24 9 25 5 26 3 27 11 28 13 29 9 30 5 31 4 32 9 33 3 34 5 35 2 36 5 37 2 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 17 - 37 28 mph 33 mph 23 - 32 73 73% 10% / 10 17% / 17 SPEED PARAMETERS Kerner Blvd Bet. Bellam Blvd & Irene St City of San Rafael Northbound Spot Speeds 09:30-10:30 10/18/2023 Project #: 23-080249-027 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 2 14 1 15 1 16 3 17 5 18 4 19 3 20 7 21 8 22 7 23 8 24 8 25 11 26 8 27 10 28 8 29 3 30 2 31 32 1 33 34 1 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 101 13 - 34 24 mph 27 mph 19 - 28 78 77% 15% / 16 7% / 7 SPEED PARAMETERS Kerner Blvd Bet. Canal St & Marian Ct City of San Rafael Northbound Spot Speeds 13:00-14:45 9/21/2023 Project #: 23-080249-028 0 2 4 6 8 10 12 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 1 13 14 1 15 1 16 2 17 5 18 7 19 5 20 10 21 8 22 7 23 8 24 11 25 12 26 8 27 7 28 4 29 1 30 2 31 1 32 3 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 104 12 - 32 23 mph 27 mph 18 - 27 83 80% 9% / 10 11% / 11 SPEED PARAMETERS Kerner Blvd Bet. Canal St & Marian Ct City of San Rafael Southbound Spot Speeds 13:00-14:45 9/21/2023 Project #: 23-080249-028 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 1 13 2 14 2 15 2 16 5 17 10 18 11 19 8 20 17 21 16 22 14 23 16 24 19 25 23 26 16 27 17 28 12 29 4 30 4 31 1 32 4 33 34 1 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 205 12 - 34 23 mph 27 mph 19 - 28 158 77% 16% / 33 7% / 14 SPEED PARAMETERS Kerner Blvd Bet. Canal St & Marian Ct City of San Rafael Northbound & Southbound Spot Speeds 13:00-14:45 9/21/2023 Project #: 23-080249-028 0 5 10 15 20 25 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 1 15 16 17 2 18 1 19 1 20 1 21 5 22 3 23 1 24 2 25 3 26 7 27 5 28 6 29 2 30 1 31 1 32 33 34 1 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 43 14 - 34 26 mph 28 mph 20 - 29 35 81% 11% / 5 7% / 3 SPEED PARAMETERS Las Colindas Rd E/O Las Raposas Rd City of San Rafael Eastbound Spot Speeds 13:00-16:00 9/6/2023 Project #: 23-080249-029 0 2 4 6 8 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 1 19 20 5 21 5 22 6 23 6 24 5 25 2 26 1 27 2 28 1 29 30 1 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 35 18 - 30 23 mph 25 mph 18 - 27 33 94% 0% / 0 6% / 2 SPEED PARAMETERS Las Colindas Rd E/O Las Raposas Rd City of San Rafael Westbound Spot Speeds 13:00-16:00 9/6/2023 Project #: 23-080249-029 0 2 4 6 8 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 1 15 16 17 2 18 2 19 1 20 6 21 10 22 9 23 7 24 7 25 5 26 8 27 7 28 7 29 2 30 2 31 1 32 33 34 1 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 78 14 - 34 24 mph 28 mph 20 - 29 68 87% 7% / 6 6% / 4 SPEED PARAMETERS Las Colindas Rd E/O Las Raposas Rd City of San Rafael Eastbound & Westbound Spot Speeds 13:00-16:00 9/6/2023 Project #: 23-080249-029 0 5 10 15 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:None Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 1 15 16 17 2 18 2 19 1 20 1 21 5 22 3 23 1 24 2 25 3 26 7 27 5 28 6 29 2 30 1 31 1 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 43 14 - 31 26 mph 28 mph 20 - 29 35 81% 13% / 6 5% / 2 SPEED PARAMETERS Las Ovejas Ave N/O Del Ganado Rd City of San Rafael Northbound Spot Speeds 11:00-14:00 9/6/2023 Project #: 23-080249-030 0 2 4 6 8 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:None Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 1 15 16 5 17 5 18 6 19 6 20 5 21 2 22 23 2 24 1 25 26 1 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 34 14 - 26 18 mph 21 mph 15 - 24 33 97% 2% / 1 0% / 0 SPEED PARAMETERS Las Ovejas Ave N/O Del Ganado Rd City of San Rafael Southbound Spot Speeds 11:00-14:00 9/6/2023 Project #: 23-080249-030 0 2 4 6 8 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:None Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 2 15 16 5 17 7 18 8 19 7 20 6 21 7 22 3 23 3 24 3 25 3 26 8 27 5 28 6 29 2 30 1 31 1 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 77 14 - 31 21 mph 27 mph 17 - 26 55 71% 9% / 7 20% / 15 SPEED PARAMETERS Las Ovejas Ave N/O Del Ganado Rd City of San Rafael Northbound & Southbound Spot Speeds 11:00-14:00 9/6/2023 Project #: 23-080249-030 0 5 10 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 1 17 2 18 9 19 9 20 11 21 13 22 15 23 15 24 11 25 10 26 8 27 5 28 3 29 3 30 3 31 2 32 1 33 1 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 122 16 - 33 23 mph 26 mph 18 - 27 106 87% 2% / 3 11% / 13 SPEED PARAMETERS Lincoln Ave Bet. Maple St & Pacheco St City of San Rafael Northbound Spot Speeds 15:15-15:40 9/21/2023 Project #: 23-080249-031 0 2 4 6 8 10 12 14 16 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 1 16 1 17 2 18 3 19 5 20 2 21 5 22 10 23 8 24 15 25 15 26 16 27 12 28 6 29 9 30 4 31 4 32 3 33 1 34 1 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 123 15 - 34 25 mph 29 mph 21 - 30 100 81% 11% / 14 8% / 9 SPEED PARAMETERS Lincoln Ave Bet. Maple St & Pacheco St City of San Rafael Southbound Spot Speeds 15:15-15:40 9/21/2023 Project #: 23-080249-031 0 2 4 6 8 10 12 14 16 18 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 1 16 2 17 4 18 12 19 14 20 13 21 18 22 25 23 23 24 26 25 25 26 24 27 17 28 9 29 12 30 7 31 6 32 4 33 2 34 1 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 245 15 - 34 24 mph 28 mph 18 - 27 197 80% 2% / 7 17% / 41 SPEED PARAMETERS Lincoln Ave Bet. Maple St & Pacheco St City of San Rafael Northbound & Southbound Spot Speeds 15:15-15:40 9/21/2023 Project #: 23-080249-031 0 5 10 15 20 25 30 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 4 17 5 18 7 19 9 20 11 21 9 22 8 23 12 24 10 25 11 26 5 27 4 28 5 29 4 30 4 31 2 32 33 1 34 35 36 1 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 112 16 - 36 23 mph 28 mph 17 - 26 87 78% 3% / 4 19% / 21 SPEED PARAMETERS Lindaro St S/O Jordan St City of San Rafael Northbound Spot Speeds 11:45-12:45 11/9/2023 Project #: 23-080249-032 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 3 17 4 18 8 19 6 20 11 21 8 22 6 23 11 24 10 25 13 26 7 27 6 28 3 29 5 30 4 31 2 32 2 33 2 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 111 16 - 33 23 mph 28 mph 18 - 27 86 77% 6% / 7 17% / 18 SPEED PARAMETERS Lindaro St S/O Jordan St City of San Rafael Southbound Spot Speeds 11:45-12:45 11/9/2023 Project #: 23-080249-032 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 7 17 9 18 15 19 15 20 22 21 17 22 14 23 23 24 20 25 24 26 12 27 10 28 8 29 9 30 8 31 4 32 2 33 3 34 35 36 1 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 223 16 - 36 23 mph 28 mph 18 - 27 172 77% 7% / 16 16% / 35 SPEED PARAMETERS Lindaro St S/O Jordan St City of San Rafael Northbound & Southbound Spot Speeds 11:45-12:45 11/9/2023 Project #: 23-080249-032 0 5 10 15 20 25 30 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 3 19 7 20 3 21 6 22 8 23 4 24 6 25 7 26 13 27 11 28 14 29 7 30 6 31 6 32 5 33 3 34 2 35 2 36 4 37 38 39 40 2 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 119 18 - 40 27 mph 32 mph 21 - 30 82 69% 10% / 13 21% / 24 SPEED PARAMETERS Los Gamos Dr S/O Lucas Valley Rd City of San Rafael Northbound Spot Speeds 09:00-11:25 8/31/2023 Project #: 23-080249-033 0 2 4 6 8 10 12 14 16 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 3 19 3 20 3 21 4 22 5 23 5 24 7 25 11 26 10 27 8 28 7 29 8 30 7 31 4 32 3 33 4 34 5 35 3 36 1 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 101 18 - 36 26 mph 32 mph 21 - 30 72 71% 8% / 9 20% / 20 SPEED PARAMETERS Los Gamos Dr S/O Lucas Valley Rd City of San Rafael Southbound Spot Speeds 09:00-11:25 8/31/2023 Project #: 23-080249-033 0 2 4 6 8 10 12 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 6 19 10 20 6 21 10 22 13 23 9 24 13 25 18 26 23 27 19 28 21 29 15 30 13 31 10 32 8 33 7 34 7 35 5 36 5 37 38 39 40 2 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 220 18 - 40 27 mph 32 mph 21 - 30 154 70% 10% / 22 20% / 44 SPEED PARAMETERS Los Gamos Dr S/O Lucas Valley Rd City of San Rafael Northbound & Southbound Spot Speeds 09:00-11:25 8/31/2023 Project #: 23-080249-033 0 5 10 15 20 25 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 1 23 1 24 1 25 26 27 2 28 29 3 30 4 31 5 32 4 33 7 34 11 35 13 36 12 37 12 38 8 39 8 40 9 41 5 42 4 43 2 44 1 45 46 2 47 48 1 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 116 22 - 48 36 mph 40 mph 31 - 40 89 77% 10% / 12 13% / 15 SPEED PARAMETERS Manuel T Freitas Pkwy Bet. Las Pavadas Ave & Las Gallinas Ave City of San Rafael Eastbound Spot Speeds 12:00-15:00 8/31/2023 Project #: 23-080249-034 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 1 23 1 24 1 25 1 26 1 27 28 1 29 4 30 6 31 5 32 5 33 6 34 8 35 10 36 11 37 10 38 11 39 10 40 8 41 6 42 5 43 4 44 45 1 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 116 22 - 45 36 mph 40 mph 32 - 41 85 73% 18% / 21 9% / 10 SPEED PARAMETERS Manuel T Freitas Pkwy Bet. Las Pavadas Ave & Las Gallinas Ave City of San Rafael Westbound Spot Speeds 12:00-15:00 8/31/2023 Project #: 23-080249-034 0 2 4 6 8 10 12 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 2 23 2 24 2 25 1 26 1 27 2 28 1 29 7 30 10 31 10 32 9 33 13 34 19 35 23 36 23 37 22 38 19 39 18 40 17 41 11 42 9 43 6 44 1 45 1 46 2 47 48 1 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 232 22 - 48 36 mph 40 mph 32 - 41 174 75% 16% / 38 9% / 20 SPEED PARAMETERS Manuel T Freitas Pkwy Bet. Las Pavadas Ave & Las Gallinas Ave City of San Rafael Eastbound & Westbound Spot Speeds 12:00-15:00 8/31/2023 Project #: 23-080249-034 0 5 10 15 20 25 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 3 18 3 19 6 20 8 21 8 22 8 23 14 24 11 25 11 26 8 27 7 28 5 29 4 30 2 31 1 32 1 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 17 - 32 23 mph 27 mph 19 - 28 86 86% 6% / 6 8% / 8 SPEED PARAMETERS Mission Ave Bet. Grand Ave & Mary St City of San Rafael Eastbound Spot Speeds 12:50-14:00 9/26/2023 Project #: 23-080249-035 0 2 4 6 8 10 12 14 16 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 1 16 3 17 5 18 6 19 8 20 10 21 12 22 11 23 10 24 10 25 8 26 6 27 3 28 2 29 2 30 1 31 1 32 33 1 34 35 1 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 101 15 - 35 22 mph 26 mph 17 - 26 86 85% 3% / 4 11% / 11 SPEED PARAMETERS Mission Ave Bet. Grand Ave & Mary St City of San Rafael Westbound Spot Speeds 12:50-14:00 9/26/2023 Project #: 23-080249-035 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 1 16 3 17 8 18 9 19 14 20 18 21 20 22 19 23 24 24 21 25 19 26 14 27 10 28 7 29 6 30 3 31 2 32 1 33 1 34 35 1 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 201 15 - 35 23 mph 27 mph 18 - 27 168 84% 5% / 12 11% / 21 SPEED PARAMETERS Mission Ave Bet. Grand Ave & Mary St City of San Rafael Eastbound & Westbound Spot Speeds 12:50-14:00 9/26/2023 Project #: 23-080249-035 0 5 10 15 20 25 30 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 1 18 1 19 10 20 4 21 8 22 6 23 10 24 17 25 10 26 12 27 14 28 4 29 2 30 5 31 32 1 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 105 17 - 32 24 mph 27 mph 19 - 28 95 90% 1% / 2 8% / 8 SPEED PARAMETERS Mission Ave W/O C St City of San Rafael Eastbound Spot Speeds 14:15-15:00 11/9/2023 Project #: 23-080249-036 0 2 4 6 8 10 12 14 16 18 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 3 17 5 18 10 19 5 20 10 21 13 22 4 23 9 24 6 25 13 26 8 27 4 28 7 29 4 30 2 31 4 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 107 16 - 31 23 mph 28 mph 17 - 26 83 78% 2% / 3 20% / 21 SPEED PARAMETERS Mission Ave W/O C St City of San Rafael Westbound Spot Speeds 14:15-15:00 11/9/2023 Project #: 23-080249-036 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 3 17 6 18 11 19 15 20 14 21 21 22 10 23 19 24 23 25 23 26 20 27 18 28 11 29 6 30 7 31 4 32 1 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 212 16 - 32 24 mph 27 mph 18 - 27 174 82% 4% / 9 14% / 29 SPEED PARAMETERS Mission Ave W/O C St City of San Rafael Eastbound & Westbound Spot Speeds 14:15-15:00 11/9/2023 Project #: 23-080249-036 0 5 10 15 20 25 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 3 19 2 20 3 21 5 22 5 23 10 24 7 25 6 26 6 27 6 28 4 29 5 30 3 31 1 32 33 34 1 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 67 18 - 34 24 mph 28 mph 20 - 29 57 85% 7% / 5 8% / 5 SPEED PARAMETERS Montecillo Rd E/O Las Ovejas Ave City of San Rafael Eastbound Spot Speeds 12:00-15:00 9/20/2023 Project #: 23-080249-037 0 2 4 6 8 10 12 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 1 15 16 1 17 1 18 19 3 20 5 21 5 22 7 23 6 24 7 25 6 26 10 27 9 28 6 29 7 30 6 31 1 32 33 34 1 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 82 14 - 34 25 mph 29 mph 21 - 30 69 84% 13% / 11 3% / 2 SPEED PARAMETERS Montecillo Rd E/O Las Ovejas Ave City of San Rafael Westbound Spot Speeds 12:00-15:00 9/20/2023 Project #: 23-080249-037 0 2 4 6 8 10 12 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 1 15 16 1 17 1 18 3 19 5 20 8 21 10 22 12 23 16 24 14 25 12 26 16 27 15 28 10 29 12 30 9 31 2 32 33 34 2 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 149 14 - 34 25 mph 29 mph 21 - 30 126 85% 12% / 19 3% / 4 SPEED PARAMETERS Montecillo Rd E/O Las Ovejas Ave City of San Rafael Eastbound & Westbound Spot Speeds 12:00-15:00 9/20/2023 Project #: 23-080249-037 0 5 10 15 20 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 1 18 19 3 20 2 21 3 22 7 23 4 24 5 25 15 26 10 27 11 28 15 29 18 30 11 31 8 32 6 33 3 34 1 35 36 1 37 38 39 40 41 1 42 43 1 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 126 17 - 43 28 mph 31 mph 22 - 31 104 83% 7% / 9 11% / 13 SPEED PARAMETERS Mountain View Ave N/O Grand Ave City of San Rafael Northbound Spot Speeds 14:00-16:00 8/31/2023 Project #: 23-080249-038 0 2 4 6 8 10 12 14 16 18 20 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 1 13 14 15 1 16 17 1 18 2 19 2 20 6 21 3 22 3 23 7 24 8 25 18 26 17 27 15 28 12 29 8 30 7 31 6 32 2 33 2 34 2 35 36 37 38 39 1 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 124 12 - 39 26 mph 30 mph 22 - 31 101 81% 12% / 16 6% / 7 SPEED PARAMETERS Mountain View Ave N/O Grand Ave City of San Rafael Southbound Spot Speeds 14:00-16:00 8/31/2023 Project #: 23-080249-038 0 2 4 6 8 10 12 14 16 18 20 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 1 13 14 15 1 16 17 2 18 2 19 5 20 8 21 6 22 10 23 11 24 13 25 33 26 27 27 26 28 27 29 26 30 18 31 14 32 8 33 5 34 3 35 36 1 37 38 39 1 40 41 1 42 43 1 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 250 12 - 43 27 mph 30 mph 22 - 31 205 82% 10% / 25 8% / 20 SPEED PARAMETERS Mountain View Ave N/O Grand Ave City of San Rafael Northbound & Southbound Spot Speeds 14:00-16:00 8/31/2023 Project #: 23-080249-038 0 5 10 15 20 25 30 35 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 1 17 18 2 19 20 21 22 1 23 3 24 3 25 1 26 5 27 9 28 7 29 10 30 11 31 8 32 10 33 12 34 10 35 8 36 7 37 10 38 8 39 1 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 127 16 - 39 32 mph 36 mph 29 - 38 94 74% 25% / 32 1% / 1 SPEED PARAMETERS N San Pedro Rd E/O Merrydale Rd City of San Rafael Eastbound Spot Speeds 13:20-15:30 8/29/2023 Project #: 23-080249-039 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 2 18 19 1 20 1 21 3 22 2 23 5 24 4 25 6 26 3 27 4 28 5 29 10 30 8 31 10 32 8 33 10 34 10 35 9 36 7 37 1 38 1 39 2 40 3 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 115 17 - 40 31 mph 35 mph 27 - 36 81 70% 23% / 27 7% / 7 SPEED PARAMETERS N San Pedro Rd E/O Merrydale Rd City of San Rafael Westbound Spot Speeds 13:20-15:30 8/29/2023 Project #: 23-080249-039 0 2 4 6 8 10 12 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 1 17 2 18 2 19 1 20 1 21 3 22 3 23 8 24 7 25 7 26 8 27 13 28 12 29 20 30 19 31 18 32 18 33 22 34 20 35 17 36 14 37 11 38 9 39 3 40 3 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 242 16 - 40 31 mph 36 mph 27 - 36 173 71% 17% / 43 11% / 26 SPEED PARAMETERS N San Pedro Rd E/O Merrydale Rd City of San Rafael Eastbound & Westbound Spot Speeds 13:20-15:30 8/29/2023 Project #: 23-080249-039 0 5 10 15 20 25 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 2 15 16 17 1 18 1 19 5 20 4 21 3 22 6 23 15 24 9 25 13 26 14 27 12 28 11 29 5 30 6 31 3 32 5 33 5 34 2 35 2 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 124 14 - 35 26 mph 30 mph 21 - 30 94 76% 10% / 13 14% / 17 SPEED PARAMETERS Northgate Dr S/O Las Gallinas Ave City of San Rafael Northbound Spot Speeds 13:00-15:15 8/29/2023 Project #: 23-080249-040 0 2 4 6 8 10 12 14 16 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 2 15 1 16 1 17 18 1 19 7 20 5 21 3 22 3 23 10 24 6 25 7 26 11 27 11 28 12 29 8 30 9 31 11 32 12 33 8 34 7 35 5 36 37 2 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 142 14 - 37 28 mph 33 mph 23 - 32 97 68% 16% / 23 16% / 22 SPEED PARAMETERS Northgate Dr S/O Las Gallinas Ave City of San Rafael Southbound Spot Speeds 13:00-15:15 8/29/2023 Project #: 23-080249-040 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 4 15 1 16 1 17 1 18 2 19 12 20 9 21 6 22 9 23 25 24 15 25 20 26 25 27 23 28 23 29 13 30 15 31 14 32 17 33 13 34 9 35 7 36 37 2 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 266 14 - 37 27 mph 32 mph 23 - 32 190 71% 16% / 45 12% / 31 SPEED PARAMETERS Northgate Dr S/O Las Gallinas Ave City of San Rafael Northbound & Southbound Spot Speeds 13:00-15:15 8/29/2023 Project #: 23-080249-040 0 5 10 15 20 25 30 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 2 19 20 21 22 2 23 3 24 2 25 8 26 9 27 8 28 10 29 9 30 16 31 18 32 11 33 12 34 10 35 7 36 5 37 6 38 2 39 3 40 1 41 2 42 1 43 2 44 1 45 46 47 1 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 151 18 - 47 31 mph 36 mph 25 - 34 111 74% 5% / 9 21% / 31 SPEED PARAMETERS Redwood Hwy Bet. Professional Center Pkwy & Mitchell Blvd City of San Rafael Northbound Spot Speeds 09:30-10:27 9/7/2023 Project #: 23-080249-042 0 2 4 6 8 10 12 14 16 18 20 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 2 18 3 19 20 21 3 22 2 23 5 24 1 25 5 26 7 27 8 28 9 29 12 30 11 31 12 32 16 33 19 34 10 35 10 36 6 37 10 38 4 39 7 40 3 41 3 42 1 43 2 44 45 1 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 172 17 - 45 32 mph 37 mph 28 - 37 115 67% 20% / 36 13% / 21 SPEED PARAMETERS Redwood Hwy Bet. Professional Center Pkwy & Mitchell Blvd City of San Rafael Southbound Spot Speeds 09:30-10:27 9/7/2023 Project #: 23-080249-042 0 2 4 6 8 10 12 14 16 18 20 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 2 18 5 19 20 21 3 22 4 23 8 24 3 25 13 26 16 27 16 28 19 29 21 30 27 31 30 32 27 33 31 34 20 35 17 36 11 37 16 38 6 39 10 40 4 41 5 42 2 43 4 44 1 45 1 46 47 1 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 323 17 - 47 31 mph 37 mph 26 - 35 224 69% 11% / 38 19% / 61 SPEED PARAMETERS Redwood Hwy Bet. Professional Center Pkwy & Mitchell Blvd City of San Rafael Northbound & Southbound Spot Speeds 09:30-10:27 9/7/2023 Project #: 23-080249-042 0 5 10 15 20 25 30 35 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 1 18 5 19 4 20 8 21 8 22 7 23 7 24 7 25 6 26 11 27 13 28 15 29 11 30 8 31 3 32 5 33 3 34 1 35 1 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 124 17 - 35 26 mph 30 mph 20 - 29 93 75% 8% / 10 17% / 21 SPEED PARAMETERS Redwood Hwy S/O Professional Center Pkwy City of San Rafael Northbound Spot Speeds 14:00-15:00 9/7/2023 Project #: 23-080249-043 0 2 4 6 8 10 12 14 16 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 1 18 6 19 8 20 9 21 8 22 9 23 7 24 8 25 11 26 9 27 7 28 3 29 4 30 5 31 6 32 3 33 2 34 3 35 1 36 1 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 111 17 - 36 24 mph 30 mph 18 - 27 82 74% 0% / 1 26% / 28 SPEED PARAMETERS Redwood Hwy S/O Professional Center Pkwy City of San Rafael Southbound Spot Speeds 14:00-15:00 9/7/2023 Project #: 23-080249-043 0 2 4 6 8 10 12 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:30 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 2 18 11 19 12 20 17 21 16 22 16 23 14 24 15 25 17 26 20 27 20 28 18 29 15 30 13 31 9 32 8 33 5 34 4 35 2 36 1 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 235 17 - 36 25 mph 30 mph 20 - 29 168 71% 10% / 25 18% / 42 SPEED PARAMETERS Redwood Hwy S/O Professional Center Pkwy City of San Rafael Northbound & Southbound Spot Speeds 14:00-15:00 9/7/2023 Project #: 23-080249-043 0 5 10 15 20 25 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 1 16 1 17 4 18 2 19 1 20 1 21 2 22 2 23 5 24 3 25 7 26 4 27 6 28 5 29 3 30 5 31 3 32 3 33 4 34 1 35 2 36 1 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 66 15 - 36 26 mph 32 mph 23 - 32 44 67% 21% / 14 13% / 8 SPEED PARAMETERS Riviera Dr Bet. San Marino Dr & Chapel Cove Dr City of San Rafael Northbound Spot Speeds 09:00-11:00 9/20/2023 Project #: 23-080249-044 0 2 4 6 8 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 1 14 15 1 16 3 17 2 18 3 19 7 20 4 21 3 22 8 23 4 24 5 25 8 26 5 27 6 28 6 29 4 30 5 31 2 32 2 33 34 1 35 36 37 38 1 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 81 13 - 38 24 mph 29 mph 19 - 28 56 69% 12% / 10 19% / 15 SPEED PARAMETERS Riviera Dr Bet. San Marino Dr & Chapel Cove Dr City of San Rafael Southbound Spot Speeds 09:00-11:00 9/20/2023 Project #: 23-080249-044 0 2 4 6 8 10 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 1 14 15 2 16 4 17 6 18 5 19 8 20 5 21 5 22 10 23 9 24 8 25 15 26 9 27 12 28 11 29 7 30 10 31 5 32 5 33 4 34 2 35 2 36 1 37 38 1 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 147 13 - 38 25 mph 30 mph 21 - 30 96 65% 21% / 31 14% / 20 SPEED PARAMETERS Riviera Dr Bet. San Marino Dr & Chapel Cove Dr City of San Rafael Northbound & Southbound Spot Speeds 09:00-11:00 9/20/2023 Project #: 23-080249-044 0 5 10 15 20 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 1 20 1 21 2 22 5 23 4 24 6 25 6 26 7 27 11 28 8 29 10 30 10 31 7 32 6 33 5 34 3 35 2 36 1 37 1 38 39 1 40 1 41 1 42 43 1 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 19 - 43 28 mph 33 mph 24 - 33 76 76% 13% / 13 11% / 11 SPEED PARAMETERS 2nd St Bet. G St & Ida St City of San Rafael Eastbound Spot Speeds 09:00-09:35 11/7/2023 Project #: 23-080249-045 0 2 4 6 8 10 12 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 1 21 2 22 3 23 3 24 5 25 4 26 5 27 7 28 9 29 11 30 10 31 12 32 8 33 5 34 3 35 4 36 2 37 3 38 1 39 1 40 1 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 100 20 - 40 29 mph 33 mph 24 - 33 76 76% 9% / 9 15% / 15 SPEED PARAMETERS 2nd St Bet. G St & Ida St City of San Rafael Westbound Spot Speeds 09:00-09:35 11/7/2023 Project #: 23-080249-045 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Northbound & Southbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 1 20 2 21 4 22 8 23 7 24 11 25 10 26 12 27 18 28 17 29 21 30 20 31 19 32 14 33 10 34 6 35 6 36 3 37 4 38 1 39 2 40 2 41 1 42 43 1 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 200 19 - 43 29 mph 33 mph 24 - 33 152 76% 11% / 22 13% / 26 SPEED PARAMETERS 2nd St Bet. G St & Ida St City of San Rafael Eastbound & Westbound Spot Speeds 09:00-09:35 11/7/2023 Project #: 23-080249-045 0 5 10 15 20 25 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 1 23 1 24 3 25 3 26 2 27 4 28 10 29 11 30 12 31 13 32 18 33 14 34 15 35 10 36 6 37 6 38 6 39 40 1 41 1 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 137 22 - 41 32 mph 35 mph 28 - 37 115 84% 10% / 14 6% / 8 SPEED PARAMETERS Smith Ranch Rd E/O Deer Valley Rd City of San Rafael Eastbound Spot Speeds 13:00-14:40 9/7/2023 Project #: 23-080249-046 0 2 4 6 8 10 12 14 16 18 20 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 3 23 6 24 2 25 2 26 10 27 9 28 18 29 9 30 15 31 11 32 13 33 16 34 6 35 7 36 5 37 1 38 1 39 40 1 41 2 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 137 22 - 41 30 mph 34 mph 26 - 35 114 83% 9% / 13 8% / 10 SPEED PARAMETERS Smith Ranch Rd E/O Deer Valley Rd City of San Rafael Westbound Spot Speeds 13:00-14:40 9/7/2023 Project #: 23-080249-046 0 2 4 6 8 10 12 14 16 18 20 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:35 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 22 4 23 7 24 5 25 5 26 12 27 13 28 28 29 20 30 27 31 24 32 31 33 30 34 21 35 17 36 11 37 7 38 7 39 40 2 41 3 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 274 22 - 41 31 mph 35 mph 26 - 35 223 81% 7% / 21 11% / 30 SPEED PARAMETERS Smith Ranch Rd E/O Deer Valley Rd City of San Rafael Eastbound & Westbound Spot Speeds 13:00-14:40 9/7/2023 Project #: 23-080249-046 0 5 10 15 20 25 30 35 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 10 19 5 20 3 21 15 22 12 23 12 24 13 25 15 26 14 27 10 28 3 29 4 30 2 31 2 32 4 33 34 2 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 126 18 - 34 24 mph 27 mph 18 - 27 109 87% 0% / 0 14% / 17 SPEED PARAMETERS Woodland Ave W/O Warner Ct City of San Rafael Eastbound Spot Speeds 13:00-14:00 11/9/2023 Project #: 23-080249-047 0 2 4 6 8 10 12 14 16 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 2 16 17 18 2 19 2 20 4 21 14 22 15 23 15 24 14 25 6 26 8 27 4 28 4 29 4 30 4 31 3 32 33 4 34 2 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 107 15 - 34 23 mph 29 mph 20 - 29 88 82% 5% / 6 13% / 13 SPEED PARAMETERS Woodland Ave W/O Warner Ct City of San Rafael Westbound Spot Speeds 13:00-14:00 11/9/2023 Project #: 23-080249-047 0 2 4 6 8 10 12 14 16 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 2 16 17 18 12 19 7 20 7 21 29 22 27 23 27 24 27 25 21 26 22 27 14 28 7 29 8 30 6 31 5 32 4 33 4 34 4 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 233 15 - 34 24 mph 28 mph 18 - 27 193 83% 0% / 2 17% / 38 SPEED PARAMETERS Woodland Ave W/O Warner Ct City of San Rafael Eastbound & Westbound Spot Speeds 13:00-14:00 11/9/2023 Project #: 23-080249-047 0 5 10 15 20 25 30 35 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 21 1 22 4 23 3 24 7 25 11 26 12 27 13 28 12 29 10 30 10 31 8 32 7 33 5 34 2 35 2 36 1 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 108 21 - 36 28 mph 32 mph 24 - 33 95 88% 7% / 8 5% / 5 SPEED PARAMETERS Woodland Ave Bet Du Bois St & Auburn St City of San Rafael Eastbound Spot Speeds 11:30-12:20 2/16/2024 Project #: 24-080039-004 0 2 4 6 8 10 12 14 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 1 21 3 22 3 23 6 24 4 25 8 26 11 27 14 28 11 29 9 30 11 31 8 32 7 33 4 34 2 35 1 36 2 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 105 20 - 36 28 mph 32 mph 23 - 32 89 85% 6% / 7 9% / 9 SPEED PARAMETERS Woodland Ave Bet Du Bois St & Auburn St City of San Rafael Westbound Spot Speeds 11:30-12:20 2/16/2024 Project #: 24-080039-004 0 2 4 6 8 10 12 14 16 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Spot Speed Study Prepared by: National Data & Surveying Services Eastbound & Westbound DATE: Location: TIME: Posted Speed:25 MPH Clear/Dry Speed mph ALL Vehicles <=10 11 12 13 14 15 16 17 18 19 20 1 21 4 22 7 23 9 24 11 25 19 26 23 27 27 28 23 29 19 30 21 31 16 32 14 33 9 34 4 35 3 36 3 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 Class Count Range 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace % / # Below Pace % / # Above Pace ALL 213 20 - 36 28 mph 32 mph 23 - 32 182 85% 5% / 12 9% / 19 SPEED PARAMETERS Woodland Ave Bet Du Bois St & Auburn St City of San Rafael Eastbound & Westbound Spot Speeds 11:30-12:20 2/16/2024 Project #: 24-080039-004 0 5 10 15 20 25 30 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Sp e e d - M P H Number of Vehicles Street: From: To: Posted Limit:25 Width:45 feet Lanes:3 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:101 Segment Length:0.90 miles 85th Percentile Speed:32 mph Collisions:45 crashes Mean (50th Percentile) Speed:29 mph Evaluation Period:2 years Pace:23 to 33 mph Collision Rate:2.87 c/mvm (collisions per million vehicle miles)Percent in Pace:86.1% Statewide Average Rate:1.61 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 23,900 Though the critical speed of 32 mph indicates that the speed limit should be set at 30 mph, given the high collision rate on this segment a 5-mph reduction to 25 mph is appropriate. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey 2nd Street Hayes Street Grand Avenue Street Conditions Undivided None None Both Sides Commercial Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 06-Nov-23 2:55 PM Monday 3:55 PM PHOTO PHOTO Grand Avenue2nd Street Hayes Street 0 2 4 6 8 10 12 14 Speed Speed Profile Eastbound Westbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:40 Width:78 feet Lanes:4 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:253 Segment Length:0.65 miles 85th Percentile Speed:41 mph Collisions:2 crashes Mean (50th Percentile) Speed:35 mph Evaluation Period:2 years Pace:30 to 40 mph Collision Rate:0.62 c/mvm (collisions per million vehicle miles)Percent in Pace:67.6% Statewide Average Rate:0.64 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Dalene J. Whitlock, CE, TE, PTOE Observations and Evaluation 6,800 Given the below-average crash rate and 41-mph critical speed, retention of the existing 40-mph speed limit appears reasonable. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sectioins 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 40 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 40 mph Recommended Speed Limit November 19, 2024 Date Street Conditions Divided Both Sides Bike lane both sides Both Sides Mixed Urban Flat City of San Rafael Engineering and Traffic Survey Point San Pedro Road Main Drive Riviera Drive Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 29-Aug-23 9:00 AM Tuesday 11:30 AM Point San Pedro Road Main Drive Riviera Drive PHOTO PHOTO 0 5 10 15 20 25 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:40 Width:39-47 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:220 Segment Length:1 miles 85th Percentile Speed:47 mph Collisions:3 crashes Mean (50th Percentile) Speed:41 mph Evaluation Period:2 years Pace:37 to 47 mph Collision Rate:1.17 c/mvm (collisions per million vehicle miles)Percent in Pace:74.5% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Dalene J. Whitlock, CE, TE, PTOE Observations and Evaluation 3,500 With a critical speed of 47 mph and pace of 37 to 47 mph, retention of the existing 40 mph speed limit is recommended due to the availability of parking but no sidewalks on both sides and the above-average crash rate. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sectioins 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 40 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 40 mph Recommended Speed Limit November 19, 2024 Date Street Conditions Divided Discontinuous Bike lane both sides One Side Mixed Urban Flat City of San Rafael Engineering and Traffic Survey Point San Pedro Road Riviera Drive Biscayne Drive Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 31-Aug-23 9:00 AM Thursday 10:49 AM Point San Pedro Road Riviera Drive Biscayne Drive PHOTO PHOTO 0 5 10 15 20 25 30 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:40 Width:78 feet Lanes:4 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:200 Segment Length:0.26 miles 85th Percentile Speed:45 mph Collisions:4 crashes Mean (50th Percentile) Speed:41 mph Evaluation Period:2 years Pace:35 to 45 mph Collision Rate:1.23 c/mvm (collisions per million vehicle miles)Percent in Pace:77.5% Statewide Average Rate:0.64 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Dalene J. Whitlock, CE, TE, PTOE Observations and Evaluation 17,100 With a critical speed of 45 mph the speed limit would normally be set at 45 mph. However, as this is the upper end of the pace of 35-45 mph and the crash rate exceeds the statewide average rate, retention of the existing 40 mph speed limit is recommended. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sectioins 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 40 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 40 mph Recommended Speed Limit November 19, 2024 Date Street Conditions Divided None Bike lane both sides Both Sides Residential Urban Flat City of San Rafael Engineering and Traffic Survey Point San Pedro Road Porto Bello Drive Marina Boulevard Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 19-Oct-23 2:20 PM Thursday 3:05 PM Point San Pedro Road Porto Bello Drive Marina Boulevard PHOTO PHOTO 0 5 10 15 20 25 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:40 Width:78-79 feet Lanes:4 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:245 Segment Length:0.75 miles 85th Percentile Speed:40 mph Collisions:2 crashes Mean (50th Percentile) Speed:37 mph Evaluation Period:2 years Pace:31 to 41 mph Collision Rate:0.28 c/mvm (collisions per million vehicle miles)Percent in Pace:83.7% Statewide Average Rate:0.64 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Dalene J. Whitlock, CE, TE, PTOE Observations and Evaluation 13,200 Based on the critical speed of 40 mph and pace of 31 to 41 mph, a speed lmit of 35 mph appears most reasonable to remain in the pace rather than being at its upper limit. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sectioins 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 35 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 35 mph Recommended Speed Limit November 19, 2024 Date Street Conditions Divided None Bike lane both sides Both Sides Mixed Urban Flat City of San Rafael Engineering and Traffic Survey Point San Pedro Rd Bay Way Bayview Drive Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 29-Aug-23 9:35 AM Tuesday 11:44 AM Point San Pedro Rd Bay Way Bayview Drive PHOTO PHOTO 0 5 10 15 20 25 30 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:35 Width:75-76 feet Lanes:4 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:200 Segment Length:0.27 miles 85th Percentile Speed:38 mph Collisions:5 crashes Mean (50th Percentile) Speed:33 mph Evaluation Period:2 years Pace:28 to 38 mph Collision Rate:1.34 c/mvm (collisions per million vehicle miles)Percent in Pace:79.0% Statewide Average Rate:0.64 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Dalene J. Whitlock, CE, TE, PTOE Observations and Evaluation 18,900 Though the critical speed of 38 mph would indicate a speed limit of 40 mph, this would lie outside the pace. Retention of the existing 35-mph speed limit is therefore recommended to remain within the pace and because the crash rate exceeds the statewide average. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sectioins 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 35 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 35 mph Recommended Speed Limit November 19, 2024 Date Street Conditions Divided Both Sides Bike route both sides Both Sides Mixed Urban Flat City of San Rafael Engineering and Traffic Survey Third Street Embarcadero Way Union Street Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 19-Oct-23 1:20 PM Thursday 2:10 PM Third Street Embarcadero Way Union Street PHOTO PHOTO 0 5 10 15 20 25 30 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:35 Width:60 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:263 Segment Length:0.80 miles 85th Percentile Speed:35 mph Collisions:2 crashes Mean (50th Percentile) Speed:31 mph Evaluation Period:2 years Pace:25 to 35 mph Collision Rate:0.54 c/mvm (collisions per million vehicle miles)Percent in Pace:76.8% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Street: From: To:Sanitary Treatment Plant Date Observations and Evaluation 6,300 With a critical speed of 35 mph and below-average collision rate, the existing 35-mph speed limit appears to be appropriate. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 35 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 35 mph Recommended Speed Limit November 19, 2024 Andersen Drive Bellam Boulevard Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Andersen Drive Bellam Boulevard Sanitary Treatment Plant Street Conditions 2-way LT lane Both Sides Bike lane both sides Both Sides Commercial Urban Flat Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 21-Sep-23 10:00 AM Thursday 10:34 AM PHOTO PHOTO 0 5 10 15 20 25 30 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:35 Width:98 feet Lanes:4 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:248 Segment Length:0.24 miles 85th Percentile Speed:36 mph Collisions:4 crashes Mean (50th Percentile) Speed:31 mph Evaluation Period:2 years Pace:26 to 36 mph Collision Rate:1.11 c/mvm (collisions per million vehicle miles)Percent in Pace:77.8% Statewide Average Rate:0.64 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 20,900 Given the 36 mph critical speed and above-average crash rate, reduction of the speed limit by 5 mph to 30 mph appears appropriate. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 35 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Andersen Drive Francisco Boulevard W Bellam Boulevard Street Conditions Divided None Bike lane both sides One Side Commercial Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 21-Sep-23 11:20 AM Thursday 12:04 PM PHOTO PHOTO Bellam BoulevardAndersen Drive Francisco Boulevard W 0 5 10 15 20 25 30 Speed Speed Profile Eastbound Westbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:35 Width:42 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:200 Segment Length:1.00 miles 85th Percentile Speed:38 mph Collisions:10 crashes Mean (50th Percentile) Speed:33 mph Evaluation Period:2 years Pace:27 to 37 mph Collision Rate:1.85 c/mvm (collisions per million vehicle miles)Percent in Pace:73.5% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 7,400 While the 38-mph critical speed suggests increasing the speed limit to 40 mph, it is recommended that the 35- mph limit be retained to keep the speed limit within the 10-mph pace and due to the above-average crash rate. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 35 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 35 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Andersen Drive Lindaro Street Francisco Boulevard W Street Conditions Undivided None Bike lane both sides One Side Commercial Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 19-Oct-23 11:25 AM Thursday 12:05 PM PHOTO PHOTO Francisco Boulevard WAndersen Drive Lindaro Street 0 5 10 15 20 25 Speed Speed Profile Eastbound Westbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:40 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:224 Segment Length:0.228 miles 85th Percentile Speed:31 mph Collisions:8 crashes Mean (50th Percentile) Speed:26 mph Evaluation Period:2 years Pace:21 to 31 mph Collision Rate:15.02 c/mvm (collisions per million vehicle miles)Percent in Pace:71.0% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Street: From: To:2nd Street Date Observations and Evaluation 3,200 The collision rate for this segment substantially exceeds the statewide average. Based on that and the 31-mph critical speed, retention of the existing 25-mph speed limit appears most appropriate. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 B Street Woodland Avenue Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey B Street Woodland Avenue 2nd Street Street Conditions Undivided Both Sides None Both Sides Mixed Urban Flat Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 07-Sep-23 10:15 AM Thursday 11:25 AM PHOTO PHOTO 0 5 10 15 20 25 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:33 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:49 Segment Length:0.32 miles 85th Percentile Speed:24 mph Collisions:0 crashes Mean (50th Percentile) Speed:18 mph Evaluation Period:2 years Pace:13 to 23 mph Collision Rate:0.00 c/mvm (collisions per million vehicle miles)Percent in Pace:79.6% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 200 With a critical speed of 24 mph, the existing 25-mph speed limit should be retained. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Balboa Avenue Point San Pedro Road Lochinvar Road Street Conditions Undivided Discontinuous None Discontinuous Residential Urban Hilly Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 07-Sep-23 1:00 PM Thursday 4:00 PM PHOTO PHOTO Lochinvar RoadBalboa Avenue Point San Pedro Road 0 1 2 3 4 5 6 7 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:30 Width:65 feet Lanes:4 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:212 Segment Length:0.47 miles 85th Percentile Speed:30 mph Collisions:1 crash Mean (50th Percentile) Speed:25 mph Evaluation Period:2 years Pace:20 to 30 mph Collision Rate:0.55 c/mvm (collisions per million vehicle miles)Percent in Pace:79.7% Statewide Average Rate:0.66 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Dalene J. Whitlock, CE, TE, PTOE Observations and Evaluation 5,300 The critical speed is 30 mph and the collision rate below average, so to remain well within the pace it appears most appropriate to reduce the speed limit to 25 mph. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Date Street Conditions Undivided None Bike lane both sides One Side Commercial Urban Hilly City of San Rafael Engineering and Traffic Survey Civic Center Drive Avenue of the Flags Manuel T. Freitas Pkwy Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 30-Aug-23 1:20 PM Wednesday 3:00 PM Civic Center Drive Avenue of the Flags Manuel T. Freitas Pkwy PHOTO PHOTO 0 5 10 15 20 25 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:30 Width:42 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:235 Segment Length:0.50 miles 85th Percentile Speed:31 mph Collisions:15 crashes Mean (50th Percentile) Speed:27 mph Evaluation Period:2 years Pace:22 to 32 mph Collision Rate:4.47 c/mvm (collisions per million vehicle miles)Percent in Pace:76.6% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 9,200 Based on the critical speed of 31 mph and high crash rate, a 5-mph reduction in the speed appears reasonable, resulting in a recommendation to reduce the speed limit to 25 mph. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey D Street 2nd Street Antonette Avenue Street Conditions Undivided Both Sides None Both Sides Residential Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 09-Nov-23 9:00 AM Thursday 9:35 AM PHOTO PHOTO Antonette AvenueD Street 2nd Street 0 5 10 15 20 25 30 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:30 Width:40 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:72 Segment Length:0.43 miles 85th Percentile Speed:29 mph Collisions:2 crashes Mean (50th Percentile) Speed:24 mph Evaluation Period:2 years Pace:19 to 29 mph Collision Rate:2.01 c/mvm (collisions per million vehicle miles)Percent in Pace:80.6% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 3,200 Based on the critical speed of 29 mph and above-average crash rate, the speed limit should be reduced to 25 mph to be within the 19-29 mph pace. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey DuBois Street Irwin Street Woodland Avenue Street Conditions Undivided Both Sides None Both Sides Commercial Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 18-Oct-23 11:00 AM Wednesday 1:00 PM PHOTO PHOTO Woodland AvenueDuBois Street Irwin Street 0 2 4 6 8 10 12 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:34 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:203 Segment Length:1.1 miles 85th Percentile Speed:28 mph Collisions:17 crashes Mean (50th Percentile) Speed:25 mph Evaluation Period:2 years Pace:19 to 29 mph Collision Rate:6.62 c/mvm (collisions per million vehicle miles)Percent in Pace:86.2% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Street: From: To:H Street Date Observations and Evaluation 3,200 Due to the excessively high collision rate on this segment, the existing 25-mph speed limit should be retained despite the 28-mph critical speed. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 5th Avenue Grand Avenue Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey 5th Avenue Grand Avenue H Street Street Conditions Undivided Both Sides None Both Sides Mixed Urban Flat Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 26-Sep-23 9:30 AM Tuesday 10:50 AM PHOTO PHOTO 0 5 10 15 20 25 30 Speed Speed Profile Eastbound Westbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:39 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:211 Segment Length:1.20 miles 85th Percentile Speed:29 mph Collisions:4 crashes Mean (50th Percentile) Speed:25 mph Evaluation Period:2 years Pace:20 to 30 mph Collision Rate:0.93 c/mvm (collisions per million vehicle miles)Percent in Pace:85.8% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 4,900 While the 29-mph critical speed indicates a 30-mph speed limit, given the presence of a school and associated potential for school-aged pedestrians during all hours of the day and not just when school is in session, retention of the existing 25-mph speed limit is appropriate. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey 5th Avenue H Street terminus Street Conditions Undivided Both Sides None Both Sides Residential Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 07-Sep-23 9:00 AM Thursday 10:05 AM PHOTO PHOTO terminus5th Avenue H Street 0 5 10 15 20 25 30 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:50 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:219 Segment Length:0.80 miles 85th Percentile Speed:25 mph Collisions:24 crashes Mean (50th Percentile) Speed:21 mph Evaluation Period:2 years Pace:16 to 26 mph Collision Rate:4.67 c/mvm (collisions per million vehicle miles)Percent in Pace:85.4% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 8,800 Based on the 25-mph critical speed and above-average collision rate, the speed limit should be reduced by 5 mph to 20 mph. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 20 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 20 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey 4th Street H Street Lincoln Avenue Street Conditions Undivided Both Sides None Both Sides Commercial Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 21-Sep-23 1:35 PM Thursday 2:25 PM PHOTO PHOTO Lincoln Avenue 4th Street H Street 0 5 10 15 20 25 30 Speed Speed Profile Eastbound Westbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:35 Width:101 feet Lanes:5 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:252 Segment Length:0.50 miles 85th Percentile Speed:39 mph Collisions:11 crashes Mean (50th Percentile) Speed:34 mph Evaluation Period:2 years Pace:29 to 39 mph Collision Rate:0.79 c/mvm (collisions per million vehicle miles)Percent in Pace:69.4% Statewide Average Rate:0.75 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 38,100 Based on the critical speed of 39 mph and pace of 29 to 39 mph as well as a crash rate that sllghtly exceeds the statewide average, retention of the existing 35 mph speed limit appears most reasonable to maintain a speed limit near the middle of the pace. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 35 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 35 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey 4th Street Ross Valley Drive Marquard Avenue Street Conditions Divided One Side None One Side Commercial Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 21-Sep-23 2:00 PM Thursday 2:49 PM PHOTO PHOTO Marquard Avenue4th Street Ross Valley Drive 0 5 10 15 20 25 30 Speed Speed Profile Eastbound Westbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:30 Width:37 feet Lanes:3 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:202 Segment Length:1.00 miles 85th Percentile Speed:35 mph Collisions:33 crashes Mean (50th Percentile) Speed:30 mph Evaluation Period:2 years Pace:24 to 34 mph Collision Rate:2.57 c/mvm (collisions per million vehicle miles)Percent in Pace:74.8% Statewide Average Rate:1.61 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: 30 mph Recommended Observations and Evaluation 17,600 Based on the 35-mph critical speed and above-average crash rate, retention of the existing 30-mph speed limit appears most appropriate. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above. Speed Limit November 19, 2024 City of San Rafael Engineering and Traffic Survey Francisco Boulevard E Bellam Boulevard Grand Avenue Street Conditions Undivided None None One Side Commercial Urban Flat Dalene J. Whitlock, CE, TE, PTOEDate Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS Francisco Boulevard E Bellam Boulevard Grand Avenue PHOTO PHOTO 19-Oct-23 10:30 AM Thursday 11:20 AM 0 5 10 15 20 25 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:35 Width:37 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:102 Segment Length:0.36 miles 85th Percentile Speed:40 mph Collisions:17 crashes Mean (50th Percentile) Speed:35 mph Evaluation Period:2 years Pace:30 to 40 mph Collision Rate:7.44 c/mvm (collisions per million vehicle miles)Percent in Pace:70.6% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Dalene J. Whitlock, CE, TE, PTOE Observations and Evaluation 8,700 With a critical speed of 40 mph and above-average collision rate, as well as to keep the speed limit within the pace, retention of the existing 35-mph speed limit appears most reasonable. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 35 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 35 mph Recommended Speed Limit November 19, 2024 Date Street Conditions Undivided Some Restrict None None Commercial Urban Flat City of San Rafael Engineering and Traffic Survey Fransisco Boulevard East Bellam Boulevard Irene Street Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 19-Oct-23 12:20 PM Thursday 1:00 PM Fransisco Boulevard East Bellam Boulevard Irene Street PHOTO PHOTO 0 2 4 6 8 10 12 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:30 Width:26 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:133 Segment Length:0.33 miles 85th Percentile Speed:33 mph Collisions:0 crashes Mean (50th Percentile) Speed:28 mph Evaluation Period:2 years Pace:23 to 33 mph Collision Rate:0 c/mvm (collisions per million vehicle miles)Percent in Pace:66.9% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 1,200 With a critical speed of 33 mph and to keep the speed limit withinthe 23-33 mph pace, retention of the existing 30- mph speed limit appears most reasonable. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Francisco Boulevard W Rice Drive 2nd Street Street Conditions Undivided None Bike route both sides One Side Commercial Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 09-Nov-23 3:00 PM Thursday 4:00 PM PHOTO PHOTO 2nd StreetFrancisco Boulevard W Rice Drive 0 2 4 6 8 10 12 14 16 18 20 Speed Speed Profile Eastbound Westbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:35 Width:34 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:227 Segment Length:0.8 miles 85th Percentile Speed:34 mph Collisions:2 crashes Mean (50th Percentile) Speed:28 mph Evaluation Period:2 years Pace:22 to 32 mph Collision Rate:1.10 c/mvm (collisions per million vehicle miles)Percent in Pace:69.2% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 3,100 The 34-mph critical speed indicates a speed limit of 35 mph. However, as this would fall outside the pace of 22 to 32 mph, reduction of the existing 35-mph speed limit to 30 mph appears more appropriate. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Francisco Boulevard W SB US-101 Ramps Rice Drive Street Conditions Undivided None Bike lane both sides One Side Commercial Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 09-Nov-23 3:10 PM Thursday 4:00 PM PHOTO PHOTO Rice DriveFrancisco Boulevard W SB US-101 Ramps 0 5 10 15 20 25 30 Speed Speed Profile Eastbound Westbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:40 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:226 Segment Length:0.60 miles 85th Percentile Speed:26 mph Collisions:3 crashes Mean (50th Percentile) Speed:24 mph Evaluation Period:2 years Pace:18 to 28 mph Collision Rate:1.43 c/mvm (collisions per million vehicle miles)Percent in Pace:88.1% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 4,800 With a critical speed of 26 mph, it is reasonable to retain the existing 25 mph speed limit. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Grand Avenue Mission Avenue Mountain View Avenue Street Conditions Undivided Both Sides None Both Sides Residential Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 06-Sep-23 9:00 AM Wednesday 11:25 AM PHOTO PHOTO Mountain View AvenueGrand Avenue Mission Avenue 0 5 10 15 20 25 30 35 40 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:47 feet Lanes:3 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:100 Segment Length:0.24 miles 85th Percentile Speed:31 mph Collisions:17 crashes Mean (50th Percentile) Speed:25 mph Evaluation Period:2 years Pace:19 to 29 mph Collision Rate:7.86 c/mvm (collisions per million vehicle miles)Percent in Pace:72.0% Statewide Average Rate:1.61 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 12,400 Given the high collision rate, a 5-mph reduction from the speed limit nearest the 31-mph critical speed is warranted, resulting in retention of the existing 25-mph speed limit. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Hetherton Street Mission Avenue 2nd Street Street Conditions Undivided None None Both Sides Commercial Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 26-Sep-23 2:25 PM Tuesday 3:40 PM PHOTO PHOTO 2nd StreetHetherton Street Mission Avenue 0 2 4 6 8 10 12 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:40 feet Lanes:3 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:101 Segment Length:0.24 miles 85th Percentile Speed:29 mph Collisions:20 crashes Mean (50th Percentile) Speed:25 mph Evaluation Period:2 years Pace:20 to 30 mph Collision Rate:7.04 c/mvm (collisions per million vehicle miles)Percent in Pace:84.2% Statewide Average Rate:1.61 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 16,500 Though the critical speed of 29 mph indicates a potential 30-mph speed limit, given the high collision rate, retention of the existing 25-mph speed limit appears most appropriate. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Irwin Street 2nd Street Mission Avenue Street Conditions Undivided Some Restrict None Both Sides Commercial Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 26-Sep-23 11:15 AM Tuesday 12:30 PM PHOTO PHOTO Mission AvenueIrwin Street 2nd Street 0 2 4 6 8 10 12 14 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:30 Width:56 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:100 Segment Length:0.34 miles 85th Percentile Speed:33 mph Collisions:5 crashes Mean (50th Percentile) Speed:28 mph Evaluation Period:2 years Pace:22 to 32 mph Collision Rate:2.93 c/mvm (collisions per million vehicle miles)Percent in Pace:73.0% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: City of San Rafael Engineering and Traffic Survey Kerner Boulevard Irene Street Bellam Boulevard Observations and Evaluation 6,900 Based on the 33-mph critical speed, a speed limit of 35 mph could be applied; however, given the above-average collision rate, retention of the existing 30-mph speed limit appears more reasonable and would keep the speed limit within the pace. Conclusions and Recommendations Urban Flat Street Conditions Undivided Both Sides None Both Sides Office On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph Recommended Speed Limit November 19, 2024 Date Dalene J. Whitlock, CE, TE, PTOE Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS Kerner Boulevard Irene Street Bellam Boulevard PHOTO PHOTO 18-Oct-23 9:30 AM Wednesday 10:30 AM 0 2 4 6 8 10 12 14 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:54 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:205 Segment Length:0.50 miles 85th Percentile Speed:27 mph Collisions:18 crashes Mean (50th Percentile) Speed:23 mph Evaluation Period:2 years Pace:18 to 28 mph Collision Rate:15.41 c/mvm (collisions per million vehicle miles)Percent in Pace:77.1% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 3,200 Given the 27-mph critical speed, the appropriate speed limit is 25 mph, though due to the high collision rate a 5- mph reduction would be appropriate if a 20-mph speed limit were allowed. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Kerner Boulevard Bellam Boulevard Canal Street Street Conditions Divided Both Sides None Both Sides Residential Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 21-Sep-23 1:00 PM Thursday 2:45 PM PHOTO PHOTO Canal StreetKerner Boulevard Bellam Boulevard 0 5 10 15 20 25 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:45 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:78 Segment Length:0.80 miles 85th Percentile Speed:28 mph Collisions:0 crashes Mean (50th Percentile) Speed:24 mph Evaluation Period:2 years Pace:19 to 29 mph Collision Rate:0 c/mvm (collisions per million vehicle miles)Percent in Pace:87.2% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 1,300 With an 85th-percentile speed of 28 mph, the speed limit would typically be set at 30 mph; however, this falls outside the pace of 19 to 29 mph so retention of the existing 25 mph speed limit is more appropriate. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Las Colindas Road Las Ovejas Drive Las Pavadas Avenue Street Conditions Undivided Both Sides None Both Sides Residential Urban Hilly Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 06-Sep-23 1:00 PM Wednesday 4:00 PM PHOTO PHOTO Las Pavadas AvenueLas Colindas Road Las Ovejas Drive 0 2 4 6 8 10 12 Speed Speed Profile Eastbound Westbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:40 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:77 Segment Length:0.27 miles 85th Percentile Speed:27 mph Collisions:0 crashes Mean (50th Percentile) Speed:21 mph Evaluation Period:2 years Pace:16 to 26 mph Collision Rate:0 c/mvm (collisions per million vehicle miles)Percent in Pace:71.4% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 700 With a 27-mph critical speed, the existing 25-mph speed limit appears reasonable. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Las Ovejas Drive Montecillo Road Las Colindas Road Street Conditions Undivided Both Sides None Both Sides Residential Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 06-Sep-23 11:00 AM Wednesday 2:00 PM PHOTO PHOTO Las Colindas RoadLas Ovejas Drive Montecillo Road 0 1 2 3 4 5 6 7 8 9 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:40 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:245 Segment Length:1.00 miles 85th Percentile Speed:28 mph Collisions:27 crashes Mean (50th Percentile) Speed:24 mph Evaluation Period:2 years Pace:17 to 27 mph Collision Rate:2.64 c/mvm (collisions per million vehicle miles)Percent in Pace:80.4% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 14,000 With a critical speed of 28 mph and above-average crash rate, retention of the existing 25-mph speed limit for this segment is reasonable. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Lincoln Avenue Linden Lane Irwin Street Street Conditions Undivided Some Restrict None Both Sides Mixed Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 21-Sep-23 3:15 PM Thursday 3:40 PM PHOTO PHOTO Irwin StreetLincoln Avenue Linden Lane 0 5 10 15 20 25 30 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:44 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:223 Segment Length:0.34 miles 85th Percentile Speed:28 mph Collisions:6 crashes Mean (50th Percentile) Speed:23 mph Evaluation Period:2 years Pace:17 to 27 mph Collision Rate:6.06 c/mvm (collisions per million vehicle miles)Percent in Pace:77.1% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 4,000 To remain within the 17-27 mph pace, and due to the high collision rate, the 25-mph speed limit should be retained despite the 28-mph critical speed. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Lindaro Street Woodland Avenue 2nd Street Street Conditions Undivided Both Sides None Both Sides Office Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 09-Nov-23 11:45 AM Thursday 12:45 PM PHOTO PHOTO 2nd StreetLindaro Street Woodland Avenue 0 5 10 15 20 25 30 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:30 Width:40 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:220 Segment Length:0.58 miles 85th Percentile Speed:32 mph Collisions:0 crashes Mean (50th Percentile) Speed:27 mph Evaluation Period:2 years Pace:21 to 31 mph Collision Rate:0 c/mvm (collisions per million vehicle miles)Percent in Pace:70.0% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 2,700 With a critical speed of 32 mph and pace of 21 to 31 mph, retention of the existing 30-mph speed limit appears most reasonable. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Los Gamos Drive Lucas Valley Road End Street Conditions Undivided Both Sides None Both Sides Office Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 31-Aug-23 9:00 AM Thursday 11:25 AM PHOTO PHOTO EndLos Gamos Drive Lucas Valley Road 0 5 10 15 20 25 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:35 Width:103 feet Lanes:4 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:232 Segment Length:1.40 miles 85th Percentile Speed:40 mph Collisions:19 crashes Mean (50th Percentile) Speed:36 mph Evaluation Period:2 years Pace:32 to 42 mph Collision Rate:1.45 c/mvm (collisions per million vehicle miles)Percent in Pace:75.0% Statewide Average Rate:0.64 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 12,800 Although the critical speed of 40 mph would indicate a speed limit of 40 mph, given the lack of bicycle facilities and long crossing distances for pedestrians together with the above-average crash rate, retention of the existing 35 mph speed limit appears most appropriate. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 35 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 35 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Manuel T Freitas Parkway Montecillo Road Redwood Highway Street Conditions Divided None Discontinuous Both Sides Mixed Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 31-Aug-23 12:00 PM Thursday 3:00 PM PHOTO PHOTO Redwood HighwayManuel T Freitas Parkway Montecillo Road 0 5 10 15 20 25 Speed Speed Profile Eastbound Westbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:38 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:201 Segment Length:0.90 miles 85th Percentile Speed:27 mph Collisions:25 crashes Mean (50th Percentile) Speed:23 mph Evaluation Period:2 years Pace:17 to 27 mph Collision Rate:5.60 c/mvm (collisions per million vehicle miles)Percent in Pace:83.6% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 6,800 Based on the 27-mph critical speed and high collision rate, reduction of the existing 25-mph speed limit to 20 mph appears most appropriate. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 20 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 20 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Mission Avenue Embarcadero Way Lincoln Avenue Street Conditions Undivided Discontinuous None Both Sides Mixed Urban Hilly Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 26-Sep-23 12:50 PM Tuesday 2:00 PM PHOTO PHOTO Lincoln AvenueMission Avenue Embarcadero Way 0 5 10 15 20 25 30 Speed Speed Profile Eastbound Westbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:26 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:212 Segment Length:0.80 miles 85th Percentile Speed:27 mph Collisions:15 crashes Mean (50th Percentile) Speed:24 mph Evaluation Period:2 years Pace:18 to 28 mph Collision Rate:3.29 c/mvm (collisions per million vehicle miles)Percent in Pace:82.1% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 7,800 The recommended speed limit for this segment is 20 mph, a 5-mph reduction from the current speed limit, based on the 27-mph critical speed and above-average crash rate. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 20 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 20 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Mission Avenue Lincoln Avenue H Street Street Conditions Undivided None None Both Sides Mixed Urban Hilly Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 09-Nov-23 2:15 PM Thursday 3:00 PM PHOTO PHOTO H StreetMission Avenue Lincoln Avenue 0 5 10 15 20 25 Speed Speed Profile Eastbound Westbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:40 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:149 Segment Length:1.60 miles 85th Percentile Speed:29 mph Collisions:1 crash Mean (50th Percentile) Speed:25 mph Evaluation Period:2 years Pace:20 to 30 mph Collision Rate:1.43 c/mvm (collisions per million vehicle miles)Percent in Pace:84.6% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 600 With a critical speed of 29 mph, the speed limit could be set at 30 mph. However, as this falls at the upper limit of the pace and the crash rate exceeds the statewide average, retention of the existing 25-mph speed limit is more appropriate. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Montecillo Road Nova Albion Way Las Ovejas Avenue Street Conditions Undivided Both Sides None Discontinuous Residential Urban Hilly Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 20-Sep-23 12:00 PM Wednesday 3:00 PM PHOTO PHOTO Las Ovejas AvenueMontecillo Road Nova Albion Way 0 2 4 6 8 10 12 14 16 18 Speed Speed Profile Eastbound Westbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:29 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:250 Segment Length:0.90 miles 85th Percentile Speed:30 mph Collisions:0 crashes Mean (50th Percentile) Speed:27 mph Evaluation Period:2 years Pace:21 to 31 mph Collision Rate:0.00 c/mvm (collisions per million vehicle miles)Percent in Pace:82.0% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 2,100 Due to the lack of sidewalks for pedestrian access, the existing 25-mph speed limit should be retained despite the 30-mph critical speed and no collisions. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Mountain View Avenue Grand Avenue East End Street Conditions Undivided Discontinuous None Discontinuous Residential Urban Hilly Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 31-Aug-23 2:00 PM Thursday 4:00 PM PHOTO PHOTO East EndMountain View Avenue Grand Avenue 0 5 10 15 20 25 30 35 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:30 Width:56 feet Lanes:3 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:242 Segment Length:0.60 miles 85th Percentile Speed:36 mph Collisions:7 crashes Mean (50th Percentile) Speed:31 mph Evaluation Period:2 years Pace:26 to 36 mph Collision Rate:0.95 c/mvm (collisions per million vehicle miles)Percent in Pace:71.5% Statewide Average Rate:1.61 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 16,900 With a critical speed of 36 mph and pace of 26 to 36 mph, retention of the existing 30 mph speed limit appears most reasonable to remain near the middle of the pace rather than at its upper end. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey North San Pedro Road Los Ranchitos Road Golf Avenue Street Conditions Undivided None None Both Sides Mixed Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 29-Aug-23 1:20 PM Tuesday 3:30 PM PHOTO PHOTO Golf AvenueNorth San Pedro Road Los Ranchitos Road 0 5 10 15 20 25 Speed Speed Profile Eastbound Westbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:56 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:266 Segment Length:0.6 miles 85th Percentile Speed:32 mph Collisions:4 crashes Mean (50th Percentile) Speed:27 mph Evaluation Period:2 years Pace:22 to 32 mph Collision Rate:2.47 c/mvm (collisions per million vehicle miles)Percent in Pace:71.4% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 3,700 Given the above-average crash rate, retention of the existing 25 mph speed lmit is recommended despite the 32- mph critical speed. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Northgate Drive Las Gallinas Avenue Los Ranchitos Road Street Conditions Divided Discontinuous Bike lane both sides Both Sides Commercial Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 29-Aug-23 1:00 PM Tuesday 3:15 PM PHOTO PHOTO Los Ranchitos RoadNorthgate Drive Las Gallinas Avenue 0 5 10 15 20 25 30 Speed Speed Profile Eastbound Westbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:30 Width:35 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:323 Segment Length:0.80 miles 85th Percentile Speed:37 mph Collisions:2 crashes Mean (50th Percentile) Speed:31 mph Evaluation Period:2 years Pace:25 to 35 mph Collision Rate:0.65 c/mvm (collisions per million vehicle miles)Percent in Pace:69.3% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 5,300 With a critical speed of 37 mph an pace of 25 to 35 mph, the 30-mph speed limit on this segment should be retained to remain within the pace rather than at its upper lmit. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Redwood Hwy Smith Ranch Road 4222 Redwood Hwy Street Conditions Undivided One Side None One Side Office Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 07-Sep-23 9:30 AM Thursday 10:27 AM PHOTO PHOTO 4222 Redwood HwyRedwood Hwy Smith Ranch Road 0 5 10 15 20 25 30 35 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:30 Width:31 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:235 Segment Length:0.40 miles 85th Percentile Speed:30 mph Collisions:2 crashes Mean (50th Percentile) Speed:25 mph Evaluation Period:2 years Pace:19 to 29 mph Collision Rate:0.74 c/mvm (collisions per million vehicle miles)Percent in Pace:71.5% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 9,200 Though the critical speed was measured at 30 mph, with a pace of 19 to 29 mph reduction of the speed limit to 25 mph appears most reasonable to remain within the pace. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Redwood Hwy 4222 Redwood Hwy Manuel T Freitas Pkwy Street Conditions Undivided Discontinuous Discontinuous One Side Office Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 07-Sep-23 2:00 PM Thursday 3:00 PM PHOTO PHOTO Manuel T Freitas PkwyRedwood Hwy 4222 Redwood Hwy 0 5 10 15 20 25 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:40 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:147 Segment Length:1.00 miles 85th Percentile Speed:30 mph Collisions:0 crashes Mean (50th Percentile) Speed:25 mph Evaluation Period:2 years Pace:21 to 31 mph Collision Rate:0 c/mvm (collisions per million vehicle miles)Percent in Pace:65.3% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 1,100 The existing speed limit of 25 mph should be retained despite the 30-mph critical speed to remain well-within the pace of 21-30 mph. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Riviera Drive Point San Pedro Road Biscayne Drive Street Conditions Undivided Both Sides None Both Sides Residential Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 20-Sep-23 9:00 AM Wednesday 11:00 AM PHOTO PHOTO Biscayne DriveRiviera Drive Point San Pedro Road 0 2 4 6 8 10 12 14 16 Speed Speed Profile Northbound Southbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:35 Width:75 feet Lanes:4 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:200 Segment Length:0.34 miles 85th Percentile Speed:33 mph Collisions:7 crashes Mean (50th Percentile) Speed:29 mph Evaluation Period:2 years Pace:23 to 33 mph Collision Rate:1.00 c/mvm (collisions per million vehicle miles)Percent in Pace:76.0% Statewide Average Rate:0.64 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Street: From: To: City of San Rafael Engineering and Traffic Survey 2nd Street Marquard Avenue Hayes Street Observations and Evaluation 28,400 Based on the 33-mph critical speed as well as the 23-33 mph pace and above-average crash rate, a 5-mph reduction in the speed limit from 35 mph to 30 mph appears appropriate. Conclusions and Recommendations Urban Flat Street Conditions Divided Discontinuous None Both Sides Mixed On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph Recommended 2nd Street Marquard Avenue Hayes Street Speed Limit November 19, 2024 Date Dalene J. Whitlock, CE, TE, PTOE Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS PHOTO PHOTO 07-Nov-23 9:00 AM Tuesday 9:35 AM 0 5 10 15 20 25 Speed Speed Profile Eastbound Westbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:35 Width:80 feet Lanes:4 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:274 Segment Length:0.60 miles 85th Percentile Speed:35 mph Collisions:7 crashes Mean (50th Percentile) Speed:31 mph Evaluation Period:2 years Pace:25 to 35 mph Collision Rate:1.66 c/mvm (collisions per million vehicle miles)Percent in Pace:81.4% Statewide Average Rate:0.64 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 9,600 The critical speed of 35 mph and pace of 25 to 35 mph and above-average crash rate indicate that the 35-mph speed limit should be reduced to 30 mph to remain near the center of the pace rather than at its upper limit. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Smith Ranch Road Redwood Highway East End Street Conditions Divided Both Sides None Both Sides Commercial Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 07-Sep-23 1:00 PM Thursday 2:40 PM PHOTO PHOTO East EndSmith Ranch Road Redwood Highway 0 5 10 15 20 25 30 35 Speed Speed Profile Eastbound Westbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:25 Width:36 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:233 Segment Length:0.90 miles 85th Percentile Speed:28 mph Collisions:9 crashes Mean (50th Percentile) Speed:24 mph Evaluation Period:2 years Pace:17 to 27 mph Collision Rate:3.26 c/mvm (collisions per million vehicle miles)Percent in Pace:82.8% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 4,200 The 28-mph critical speed would suggest a speed limit of 30 mph. However, a 5-mph reduction to retain the existing 25 mph speed limit is recommended based on the collision rate, which is higher than the statewide average for similar facilities. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Woodland Avenue B Street Du Bois Street Street Conditions Undivided Both Sides Discontinuous Some Restrict Mixed Urban Hilly Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 09-Nov-23 1:00 PM Thursday 2:00 PM PHOTO PHOTO Du Bois StreetWoodland Avenue B Street 0 5 10 15 20 25 30 35 Speed Speed Profile Eastbound Westbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile Street: From: To: Posted Limit:30 Width:40 feet Lanes:2 Configuration: Parking: Bike Facility: Sidewalks: Land Use: Character: Terrain: Volume (ADT):vpd Vehicles Sampled:213 Segment Length:0.60 miles 85th Percentile Speed:32 mph Collisions:1 crash Mean (50th Percentile) Speed:28 mph Evaluation Period:2 years Pace:23 to 33 mph Collision Rate:0.41 c/mvm (collisions per million vehicle miles)Percent in Pace:85.4% Statewide Average Rate:1.07 c/mvm (Additional details provided on the next sheet.) Conditions Not Readily Apparent to the Driver: Date Observations and Evaluation 5,600 With a 32-mph critical speed and a collision rate lower than the statewide average for similar facilities, retention of the existing 30-mph speed limit is appropriate. Conclusions and Recommendations On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph Recommended Speed Limit November 19, 2024 Dalene J. Whitlock, CE, TE, PTOE City of San Rafael Engineering and Traffic Survey Woodland Avenue Du Bois Street Auburn Street Street Conditions Undivided Both Sides None Discontinuous Mixed Urban Flat Street: From: To: Date Data Collected: Start Time: Weather:Clear Day of the Week: End Time: Recorder:NDS 16-Feb-24 11:30 AM Monday 12:20 PM PHOTO PHOTO Auburn StreetWoodland Avenue Du Bois Street 0 5 10 15 20 25 30 Speed Speed Profile Eastbound Westbound Total 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 Speed Cumulative Speed Profile DOWNTOWN SAN RAFAEL Ta m a l p a i s Gr a n d Lin c o l n A v e Mission Ave 5th Ave D S t E S t Sh a v e r F S t G S t H S t C S t B S t A S t 4th St 3rd St 2nd St 20 25 30 City of San Rafael AB 43 Strategy Downtown Speed Limits Prepared for City of San Rafael January 2025 City of San Rafael AB 43 Strategy and Downtown Speed Limits January 2025 │ iii Contents Overview ................................................................................................................................................. 1 Statutory Speed Limits ........................................................................................................................... 3 Speed Limits Established by E&TS ......................................................................................................... 4 Speed Survey Operational Procedures ................................................................................................... 7 Roadway Characteristics ........................................................................................................................ 8 Data Analysis .......................................................................................................................................... 8 Collision Review ...................................................................................................................................... 8 Downtown San Rafael AB 43 Results .................................................................................................... 9 References .......................................................................................................................................... 11 TABLES Table 1: List of Roadway Segments and Recommended Speed Limits ................................................... 2 Table 2 Additional Speed Limit Reduction on Local Agency Roadways ................................................... 6 Table 3 Summary Table of Speed Limit Recommendations .................................................................. 10 APPENDICES Appendix: Engineering and Traffic Survey Forms 1 Overview This report presents the results of an evaluation of speed limits in downtown San Rafael reflecting California Assembly Bill No. 43 (AB 43) and results of Engineering and Traffic Surveys (E&TS). AB 43 provides jurisdictions with more flexibility when establishing speed limits in order to account for the presence of vulnerable roadway users and for the purpose of improving roadway safety outcomes. AB 43, effective in 2022, amends the California Vehicle Code (CVC) and revises the process by which an E&TS is prepared. An E&TS is an engineering study used for setting roadway speed limits based on prevailing speeds (or 85th percentile speed) and a review of roadway traffic conditions and history. AB 43 allows for reduction of speed limits after considering safety, land uses, and concentration levels of people walking and riding bicycles, especially from vulnerable groups such as children, seniors, persons with disabilities, and individuals experiencing homelessness. AB 43 also allows lowered speed limits on sections of roadways in a “business activity district,” such as neighborhood downtowns. The 2024 Marin County Local Road Safety Plan indicates that many streets in downtown San Rafael experience elevated collision rates, and that reducing vehicle speeds could improve safety outcomes of vulnerable road user groups. Slower vehicle speeds offer drivers more reaction time and reduce the required distance to stop a traveling vehicle and can not only make the street safer for people inside and outside a vehicle, but they also facilitate a calmer and more enjoyable street environment overall. As such, the City of San Rafael has undertaken work to evaluate speed limits in the downtown area, where most of the city’s vehicle collisions resulting in injury or fatality occur, and where the most roadways that meet the CVC definition of “business activity district” are located. This report evaluates speed limits in downtown San Rafael in the context of AB 43. In doing so, roadways that meet the definition of “business activity district” were identified, and recent E&TS results were analyzed for appropriate speed limit reductions. The resulting speed limit recommendations are shown below in Table 1. 2 January 2025 │ Table 1: List of Roadway Segments and Recommended Speed Limits Roadway Between Recommended Speed Limit (mph) Mission Avenue H Street Hetherton Street 20 Fifth Avenue H Street Hetherton Street 20 Fourth Street Marquard Avenue Hetherton Street 20 Third Street Hayes Street Hetherton Street 25 Second Street Hayes Street Hetherton Street 25 Second Street Marquard Avenue Hayes Street 30 H Street Mission Avenue Fourth Street 20 G Street Mission Avenue Second Street 20 F Street Fifth Avenue Latham Street 20 Shaver Street Fourth Street Second Street 20 E Street Mission Avenue Second Street 20 D Street Fifth Avenue Second Street 20 C Street Mission Avenue Second Street 20 B Street Mission Avenue Second Street 20 A Street Fifth Avenue Second Street 20 Lootens Place Fifth Avenue Third Street 20 Cijos Street Fourth Street Third Street 20 Lincoln Avenue Mission Avenue Second Street 20 Tamalpais Avenue Mission Avenue Second Street 20 Source: Parametrix, 2025 3 Statutory Speed Limits There are three primary classifications of statutory speed limits in California, including absolute speed limits, prima facie speed limits, and intermediate speed limits. An absolute speed limit indicates the speed above which it is unlawful to drive regardless of roadway conditions or other factors. All California roadways are subject to an absolute speed limit of 55 miles per hour (mph) on two-lane undivided roadways and 65 mph on all other roadways, as outlined in the CVC §22349. A prima facie speed limit is a presumed speed limit appropriate for certain roadway contexts. Residential and business districts have a prima facie speed limit of 25 mph. Intermediate speed limits between absolute and prima facie speed limits can be established on the basis of an E&TS in accordance with the CVC §22357 and §22358. Along roadways that lack a posted speed limit, the roadway is subject to a statutory “prima facie” speed limit as established in the CVC §22352. The prima facie speed limit sets one of two speed limits covering six classes of location: 1. 15 mph – uncontrolled railway crossings; blind, uncontrolled intersections; and alleyways. 2. 25 mph – business district or residence district without other posted speed limits; school zones; and areas immediately around senior centers. The following conditions outlined in the CVC §235 define a business district as the portion of a roadway: • Upon one side of which, for a distance of 600 feet, 50 percent or more of the contiguous property fronting thereon is occupied by buildings in use for business, or • Upon both sides of which, collectively, for a distance of 300 feet, 50 percent or more of the contiguous property fronting thereon is so occupied. The following conditions listed in the CVC §515 define a residence district as the portion of a roadway: • Upon one side of which, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures, or • Upon both sides of which, 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. Business and residence districts may be longer than the distances specified in the above definitions if the ratio of businesses or residential dwellings to the length of the roadway exists. CVC §240 includes additional requirements to be applied in determining whether a roadway is within a business or residence district. Additionally, the CVC §22358.4(b) includes provision for a local authority to declare a prima facie speed limit of 20 or 15 mph in school zones under certain circumstances. The CVC §22358.9 allows 4 January 2025 │ for establishment of a prima facie speed limit of 25 or 20 mph in a “business activity district” that meets at least three of the four following requirements: 1. No less than 50 percent of the contiguous property fronting the highway consists of retail or dining commercial uses, including outdoor dining, that open directly onto sidewalks adjacent to the highway. 2. Parking, including parallel, diagonal, or perpendicular spaces located alongside the highway. 3. Traffic control signals or stop signs regulating traffic flow on the highway, located at intervals of no more than 600 feet. 4. Marked crosswalks not controlled by a traffic control device. Speed Limits Established by E&TS As outlined in the CVC §22357 and §22358, where statutory speed limits are not appropriate for roadway, traffic, or land use conditions, road authorities have the power to establish speed limits different from the statutory absolute or prima facie speed limit. Speed limits of 15, 20, 25, 30, 35, 40, 45, 50, 55, or 60 mph must be established by an E&TS and be approved by a registered Civil or Traffic Engineer. The E&TS determines the recommended speed limits along each surveyed roadway segment. In accordance with the CVC §627, the E&TS consists of engineering measurements of the prevailing free-flow speeds along survey segments, a review of the collision history reports, and a review of existing roadside conditions including the identification of any conditions not readily apparent to the motorist. An E&TS may also consider additional factors such as residential density and safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused. Speed limits are established at or near the 85th percentile speed (also known as the critical speed), which is defined as the speed at or below which 85 percent of the traffic is moving. Statistically the 85th percentile represents one standard deviation above the average speed and establishes the upper limit of what is considered reasonable and prudent (CAMUTCD Section 2B.13). According to the CVC §22358.6(a), an E&TS shall establish posted speed limits at the nearest 5 mph increment of the 85th percentile speed of free-flowing traffic. As per the CVC, exceptions to the establishment of speed limits at the nearest 5 mph increment of the 85th percentile are permissible only in the following cases as described in items 1 – 4 below. Determination must be made based on results of an E&TS and determination of reasonable or safe speed limits. Chapter 2 (“Signs”) of the CA MUTCD further establishes guidelines for setting a speed limit that provides a rational and defensible speed limit determination with the use of an E&TS. 5 1. Speed limit reduction from 85th percentile by increments of 5 mph • If the 85th percentile speed is rounded up, then it can be rounded down by 5 mph: For cases in which the nearest 5 mph increment of the 85th percentile speed would require rounding up, a local authority may decide to instead round down the speed limit to the nearest 5 mph increment below the 85th percentile speed. (CVC §22358.6(c)) • If the 85th percentile speed is rounded down, an additional 5 mph reduction can be applied for conditions not readily apparent to driver: For cases in which the nearest 5 mph increment of the 85th percentile speed would require a rounding down, a local authority may lower the speed limit by 5 mph from the nearest 5 mph increment of the 85th percentile speed in compliance with CVC §627, §22358.5 and the CA MUTCD and if the reasons for the lower speed limit are documented. (CVC §22358.6(b)) • An additional 5 mph reduction can be applied if street is a “Safety Corridor” or adjacent to a “high bicycle / pedestrian generator”:1 If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, determine and declare a prima facie speed limit that has been reduced an additional five miles per hour for either of the following reasons below (CVC §22358.7): o The portion of highway has been designated as a safety corridor. A local authority shall not deem more than one-fifth of their streets as safety corridors. (CVC §22358.7(a)(1)) ▪ The CA MUTCD, Table 2B-105(CA) lists factors for consideration when identifying safety corridor roadways, including crash severity, mode, disadvantaged community status, vulnerable populations, school proximity, and crash density. o The portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused. (CVC §22358.7(a)(2)) ▪ The CA MUTCD, Table 2B-106(CA) lists requirements to determine if a facility generates high concentrations of bicyclists or pedestrians. Examples include certain land uses, transit factors, presence of pedestrian / bicyclist infrastructure, and demographic factors. As per the CVC §22358.6(e), the total reduction in the speed limit pursuant to the three items listed above shall not exceed 12.4 miles per hour from the 85th percentile speed. The CA MUTCD further clarifies the options to apply speed limit reduction from the 85th percentile speed with several examples, which are replicated in Table 2: 1 As per the CVC §22358.7, a local authority may not lower a speed limit as authorized by this section until June 30, 2024 6 January 2025 │ Table 2 Additional Speed Limit Reduction on Local Agency Roadways 85th Percentile Speed (mph) Rounding to nearest 5 mph increment (CVC 22358.6(a)) If rounding to nearest is up, may round down (CVC 22358.6(c)) If rounding to nearest is down, may additionally lower by 5 mph (CVC 22358.6(b)) If Safety Corridor or adjacent to high concentration of bicyclists & pedestrians, may additionally lower by 5 mph (CVC 22358.7)* 47.5 – 50.0 50 45 No 40 45.1 – 47.4 45 No 40 35 42.5 – 45.0 45 40 No 35 40.1 – 42.4 40 No 35 30 Source: California Department of Transportation, 2023. Note: CVC Section 22358.7 is applicable to local agency roadways and private properties subjected to the CVC; they are not applicable to the State Highway System 2. Retain existing or restore immediately prior adopted speed limit A local authority may, by ordinance, retain the currently adopted speed limit or restore the immediately prior adopted speed limit if that speed limit was established with an engineering and traffic survey and if a registered engineer has evaluated the section of roadway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established that speed limit. (CVC §22358.8) 7 Speed Survey Operational Procedures Speed surveys were conducted on certain roadway segments that were not included in the 2024 report Engineering and Traffic Surveys for the City of San Rafael. These roadway segments include: • Fifth Avenue between H Street and Hetherton Street • H Street between Mission Avenue and Fourth Street • G Street between Mission Avenue and Second Street • F Street between Fifth Avenue and Latham Street • E Street between Mission Avenue and Second Street • D Street between Fifth Avenue and First Street • C Street between Mission Avenue and Second Street • Tamalpais Avenue between Mission Avenue and Second Street Speed surveys were conducted in compliance with regulations set forth in the California Vehicle Code (CVC) and were based on the guidelines for setting proper speed limits established by the California Department of Transportation (Caltrans) as documented in the California Manual for Setting Speed Limits (2020). The E&TS consists of engineering measurements of the prevailing free- flow speeds along survey segments, a review of the collision history reports, and of existing roadside conditions, including the identification and description of any conditions not readily apparent to the motorist. Technical experts conducted field surveys of existing vehicle speeds along the E&TS roadway segments. The data was collected in September, October, and November 2024 on clear weather weekdays with dry pavement conditions. The surveys were done during off-peak hours to capture traffic speeds under free-flow conditions. Vehicle speeds along the E&TS segments were collected using a portable calibrated radar gun. The surveyor was strategically located to remain inconspicuous to avoid influencing driver speeds. Surveyor locations were selected so that prevailing speeds could be considered representative of the speed zone section. For each segment, the surveyor distanced themselves from nearby traffic signals and stop signs to minimize their effects on vehicular travel speeds. The surveyor read speeds directly from the radar gun and recorded the free-flow speeds of a minimum of 100 vehicles along each roadway segment, except those segments which had exceptionally low traffic volume (such as Tamalpais Ave). The surveys captured both directions of travel along each study segment. Each direction consisted of no less than 50 vehicles. 8 January 2025 │ Roadway Characteristics As part of the speed survey assessment, the existing conditions along the E&TS roadway segments were determined. The roadway segment lengths were measured, and observations were made on the presence of on-street parking, sidewalks, and bicycle facilities. These roadway conditions were considered during speed limit evaluations and were used to determine appropriate speed limits that would promote all roadway user safety. Data Analysis The sample vehicle speeds collected during the field surveys were assessed for the following statistical factors: • Average speed – the summation of measured speeds divided by the number of observed vehicles. • Median speed (i.e., the 50th percentile speed) – the speed above and below which 50 percent of the sample speeds lie. • 85th percentile speed – the speed at or below which 85 percent of free-flow vehicles travel. Also referred to as the critical speed, the 85th percentile speed is the primary factor used to determine the speed limit and may be subject to secondary factors of collision history and other conditions not apparent to drivers. • 10 mph pace speed – the 10 mph increment of speed containing the greatest number of vehicles. The number of vehicles in the pace speed is reported as a percentage of vehicles surveyed. The pace speed aids in determining the proper speed limits. Generally, the critical speed lies within the pace speed. Collision Review The E&TS Survey analysis also reviewed the collision history of the roadway segments, obtained from the Statewide Integrated Traffic Records System (SWITRS). The data consisted of the most recently available five-year period of reported collision histories (January 1, 2018, to December 31, 2022). At the time of the study, 2023 data had not yet been certified in the record system. The number of reported collisions along each roadway segment during the five-year period as well as the average daily traffic (ADT) volumes were used to calculate the rate for each roadway segment. These calculated rates were compared to the statewide average collision rates for the same type of roadway and configuration. The purpose of the comparison was to determine if the collision history along the roadway segment deviated from the statewide average and potentially represented an unusually high collision rate. The statewide average collision rates were based on the width, configuration, and terrain of each roadway segment. 9 Downtown San Rafael AB 43 Results Speed limits are recommended for each of the roadway segments studied based on the approach adopted with AB 43 and on policies described in the CVC and CA MUTCD. The roadway segments that were determined to meet the definition of a “business activity district” as per CVC §22358.9 and are eligible for establishment of a 20-mph prima facie speed limit without requiring an engineering and traffic survey include the following: • Fourth Street between Marquard Avenue and Hetherton Street • Shaver Street between Fourth Street and Second Street • B Street between Mission Avenue and Second Street • A Street between Fifth Avenue and Second Street • Lootens Place between Fifth Avenue and Third Street • Cijos Street between Fourth Street and Third Street • Lincoln Avenue between Mission Avenue and Second Street E&TS results and recommended speed limits for Mission Avenue and Second Street were identified from Engineering and Traffic Surveys for the City of San Rafael. Appendix A contains E&TS results for additional roadway segments evaluated in Fall 2024 as part of this study. Table 3 summarizes recommended downtown San Rafael speed limits resulting from this study. Each of these recommended speed limits constitutes a five-mph reduction in speed limit compared to existing conditions, with the exception of Second and Third Streets between Hayes Street and Hetherton Street, which would retain a 25-mph speed limit. These speed limits would also result in a generally contiguous 20 mph ‘zone’ in downtown that includes the east-west corridors of Mission Avenue, Fifth Avenue, and Fourth Street, as well as north-south streets west of US Highway 101 between Mission Avenue and Second Street. These speed limit reductions, when considered in conjunction with other recent and planned infrastructure improvements in downtown San Rafael, are anticipated to create a safer and more inviting environment for all roadway users, including people walking, biking, and driving. The recommended speed limits are part of a comprehensive approach intended to improve traffic safety and slow vehicle speeds, helping to foster a more livable and accessible community. 10 January 2025 │ Table 3 Summary Table of Speed Limit Recommendations Roadway Between Current Speed Limit 85th Percentile Speed Proposed Speed Limit Comments Mission Avenue H Street Hetherton Street 25 27 20 From Engineering and Traffic Surveys for the City of San Rafael Fifth Avenue H Street Hetherton Street 25 28 20 See Engineering and Traffic Survey form in Appendix A Fourth Street Marquard Avenue Hetherton Street 25 N/A 20 From Engineering and Traffic Surveys for the City of San Rafael Third Street Hayes Street Hetherton Street 25 N/A 25 Third Street has a prima facie speed limit of 25 mph as per CVC 22352(b) Second Street Hayes Street Hetherton Street 25 32 25 From Engineering and Traffic Surveys for the City of San Rafael Second Street Marquard Avenue Hayes Street 35 33 30 From Engineering and Traffic Surveys for the City of San Rafael H Street Mission Avenue Fourth Street 25 23 20 See Engineering and Traffic Survey form in Appendix A G Street Mission Avenue Second Street 25 23 20 See Engineering and Traffic Survey form in Appendix A F Street Fifth Avenue Latham Street 25 21 20 See Engineering and Traffic Survey form in Appendix A Shaver Street Fourth Street Second Street 25 N/A 20 Eligible for 20 mph speed limit in accordance with CVC Section 22358.9 E Street Mission Avenue Second Street 25 23 20 See Engineering and Traffic Survey form in Appendix A D Street Fifth Avenue First Street 25 23 20 See Engineering and Traffic Survey form in Appendix A C Street Mission Avenue Second Street 25 23 20 See Engineering and Traffic Survey form in Appendix A B Street Mission Avenue First Street 25 N/A 20 Eligible for 20 mph speed limit in accordance with CVC Section 22358.9 A Street Fifth Avenue Second Street 25 N/A 20 Eligible for 20 mph speed limit in accordance with CVC Section 22358.9 Lootens Place Fifth Avenue Third Street 25 N/A 20 Eligible for 20 mph speed limit in accordance with CVC Section 22358.9 Cijos Street Fourth Street Third Street 25 N/A 20 Eligible for 20 mph speed limit in accordance with CVC Section 22358.9 Lincoln Avenue Mission Avenue Second Street 25 N/A 20 Eligible for 20 mph speed limit in accordance with CVC Section 22358.9 Tamalpais Avenue Mission Avenue Second Street 25 21 20 See Engineering and Traffic Survey form in Appendix A Source: Parametrix, 2025 11 References California Assem. Bill 43, 2021-2022, Ch. 690, 2021 Cal. Stat. California Manual for Setting Speed Limits, California Department of Transportation, 2014 California Manual on Uniform Traffic Control Devices for Street and Highways, California Department of Transportation, 2014 California Vehicle Code, §235, §515, §627, §22348 – 22358.9, §40802 Engineering and Traffic Surveys for the City of San Rafael, Prepared for the City of San Rafael, W-Trans, November 2024 Marin County Local Road Safety Plan, Transportation Authority of Marin, 2024 City of San Rafael AB 43 Strategy and Downtown Speed Limits City of San Rafael January 2025 │ Appendix: Engineering and Traffic Survey Forms (next page) Location: Posted Limit:Weather: Direction:Recorder:13 0 0.0%25 8 71.0% Date:Day:14 0 0.0%26 5 76.0% 15 2 2.0%27 5 81.0% 16 3 5.0%28 4 85.0% 17 3 8.0%29 5 90.0% 18 6 14.0%30 4 94.0% 19 6 20.0%31 2 96.0% 20 8 28.0%32 2 98.0% 21 7 35.0%33 1 99.0% 22 8 43.0%34 1 100.0% 23 10 53.0%35 0 100.0% 24 10 63.0%36 0 100.0% 85th Percentile Speed: 15 to 34 18 to 27 ADT:Count Date: 5 years Land Use: c/mvm 1.07 c/mvm Signature: Date: VEHICLE SPEED DATA Median Speed: Both Sides 3,200 Adjacent land uses and facilities that generate high concentrations of bicyclists or pedestrians as per CA MUTCD Table 2B- 106(CA) include the presence of employment centers, retail, schools, religious facilities, areas of community significance such as City Hall and the public library, transit stops, sidewalks, and numerous controlled and uncontrolled marked crosswalks. This roadway segment exhibits an excessively high collision rate. Number of Collisions: Segment Length (mi): Clear DH Wednesday11/25/2024 40 Cu m u l a t i v e Pe r c e n t Fifth Avenue between 101 and H Street City of San Rafael Engineering and Traffic Survey NoneBoth SidesSidewalk: Configuration:2-ln, Bi-Dir 9/19/2023 Commercial Terrain: Bike Lanes: Flat 0.25 Parking Conditions: Street Width (ft): Calculated Collision Rate: Sp e e d Nu m b e r Cu m u l a t i v e Pe r c e n t Sp e e d Nu m b e r Average Speed: Standard Deviation: 23 SUMMARY STATISTICS % in Pace Speed: 10 mph Pace Speed: Skew: Speed Range: Total Observed: RECOMMENDATION It is recommended to lower the posted speed limit by 5 mph along this roadway segment in accordance with the California Vehicle Code Section 22358.7(a)(2), after the date specified in Section 22358.7(c). On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of the California Vehicle Code Sections 22348 through 22413, and pertinent provisions found in Sections 627, 22358, and 40802, a speed limit of 20 mph is hereby determined to be reasonable and appropriate for this street segment. 12/16/2024 25mph Both Statewide Avg Collision Rate: 34 6.26 23 28 4.35 100 73% Time Period: ANALYSIS INFORMATION 0.93 0 0 2 3 3 6 6 8 7 8 10 10 8 5 5 4 5 4 2 2 1 1 0 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Location: Posted Limit:Weather: Direction:Recorder:14 1 0.9%26 0 99.1% Date:Day:15 4 4.3%27 1 100.0% 16 6 9.5%28 0 100.0% 17 4 12.9%29 0 100.0% 18 10 21.6%30 0 100.0% 19 12 31.9%31 0 100.0% 20 10 40.5%32 0 100.0% 21 20 57.8%33 0 100.0% 22 19 74.1%34 0 100.0% 23 16 87.9%35 0 100.0% 24 9 95.7%36 0 100.0% 25 4 99.1%37 0 100.0% 85th Percentile Speed: 14 to 27 15 to 24 ADT:Count Date: 5 years Land Use: c/mvm 1.07 c/mvm Signature: Date: RECOMMENDATION It is recommended to lower the posted speed limit by 5 mph along this roadway segment in accordance with the California Vehicle Code Section 22358(a). On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of the California Vehicle Code Sections 22348 through 22413, and pertinent provisions found in Sections 627, 22358, and 40802, a speed limit of 20 mph is hereby determined to be reasonable and appropriate for this street segment. 12/16/2024 25mph Both Statewide Avg Collision Rate: 13 6.45 21 23 2.64 100 95% Time Period: ANALYSIS INFORMATION 0.12 Average Speed: Standard Deviation: 21 SUMMARY STATISTICS % in Pace Speed: 10 mph Pace Speed: Skew: Speed Range: Total Observed: Sp e e d Nu m b e r Cu m u l a t i v e Pe r c e n t Sp e e d Nu m b e r City of San Rafael Engineering and Traffic Survey NoneBoth SidesSidewalk: Configuration:2-ln, Bi-Dir 11/7/2024 Residential Terrain: Bike Lanes: Flat -0.42 Parking Conditions: Street Width (ft): Calculated Collision Rate: VEHICLE SPEED DATA Median Speed: Both Sides 9,200 Adjacent land uses and facilities that generate high concentrations of bicyclists or pedestrians as per CA MUTCD Table 2B- 106(CA) include the presence of transit stops and sidewalks. Number of Collisions: Segment Length (mi): Clear JJ Thursday10/24/2024 40 Cu m u l a t i v e Pe r c e n t H Street between Mission Avenue and Fourth Street 0 1 4 6 4 10 12 10 20 19 16 9 4 0 1 0 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Location: Posted Limit:Weather: Direction:Recorder:14 3 2.7%26 4 98.2% Date:Day:15 7 8.9%27 0 98.2% 16 5 13.4%28 1 99.1% 17 10 22.3%29 1 100.0% 18 14 34.8%30 0 100.0% 19 14 47.3%31 0 100.0% 20 16 61.6%32 0 100.0% 21 13 73.2%33 0 100.0% 22 9 81.3%34 0 100.0% 23 7 87.5%35 0 100.0% 24 3 90.2%36 0 100.0% 25 5 94.6%37 0 100.0% 85th Percentile Speed: 14 to 26 14 to 23 ADT:Count Date: 5 years Land Use: c/mvm 1.07 c/mvm Signature: Date: RECOMMENDATION It is recommended to lower the posted speed limit by 5 mph along this roadway segment in accordance with the California Vehicle Code Section 22358(a). On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of the California Vehicle Code Sections 22348 through 22413, and pertinent provisions found in Sections 627, 22358, and 40802, a speed limit of 20 mph is hereby determined to be reasonable and appropriate for this street segment. 12/16/2024 25mph Both Statewide Avg Collision Rate: 12 6.87 20 23 3.14 100 88% Time Period: ANALYSIS INFORMATION 0.33 Average Speed: Standard Deviation: 20 SUMMARY STATISTICS % in Pace Speed: 10 mph Pace Speed: Skew: Speed Range: Total Observed: Sp e e d Nu m b e r Cu m u l a t i v e Pe r c e n t Sp e e d Nu m b e r City of San Rafael Engineering and Traffic Survey NoneBoth SidesSidewalk: Configuration:2-ln, Bi-Dir 11/7/2024 Residential Terrain: Bike Lanes: Flat 0.41 Parking Conditions: Street Width (ft): Calculated Collision Rate: VEHICLE SPEED DATA Median Speed: Both Sides 2,900 Adjacent land uses and facilities that generate high concentrations of bicyclists or pedestrians as per CA MUTCD Table 2B- 106(CA) include the presence of transit stops and sidewalks. Number of Collisions: Segment Length (mi): Clear JJ Thursday10/24/2024 40 Cu m u l a t i v e Pe r c e n t G Street between Northern Extent and Second Street 0 3 7 5 10 14 14 16 13 9 7 3 5 4 0 1 1 0 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Location: Posted Limit:Weather: Direction:Recorder:11 2 2.8%23 2 98.6% Date:Day:12 2 5.6%24 1 100.0% 13 2 8.5%25 0 100.0% 14 7 18.3%26 0 100.0% 15 5 25.4%27 0 100.0% 16 5 32.4%28 0 100.0% 17 7 42.3%29 0 100.0% 18 8 53.5%30 0 100.0% 19 9 66.2%31 0 100.0% 20 11 81.7%32 0 100.0% 21 6 90.1%33 0 100.0% 22 4 95.8%34 0 100.0% 85th Percentile Speed: 11 to 25 13 to 22 ADT:Count Date: 5 years Land Use: c/mvm 1.07 c/mvm Signature: Date: VEHICLE SPEED DATA Median Speed: Both Sides N/A Adjacent land uses and facilities that generate high concentrations of bicyclists or pedestrians as per CA MUTCD Table 2B- 106(CA) include the presence of transit stops and sidewalks. Number of Collisions: Segment Length (mi): Clear JJ Thursday10/24/2024 40 Cu m u l a t i v e Pe r c e n t F Street between Latham Street and Fifth Avenue City of San Rafael Engineering and Traffic Survey NoneBoth SidesSidewalk: Configuration:2-ln, Bi-Dir N/A Residential Terrain: Bike Lanes: Flat -0.44 Parking Conditions: Street Width (ft): Calculated Collision Rate: Sp e e d Nu m b e r Cu m u l a t i v e Pe r c e n t Sp e e d Nu m b e r Average Speed: Standard Deviation: 18 SUMMARY STATISTICS % in Pace Speed: 10 mph Pace Speed: Skew: Speed Range: Total Observed: RECOMMENDATION It is recommended to lower the posted speed limit by 5 mph along this roadway segment in accordance with the California Vehicle Code Section 22358(a). On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of the California Vehicle Code Sections 22348 through 22413, and pertinent provisions found in Sections 627, 22358, and 40802, a speed limit of 20 mph is hereby determined to be reasonable and appropriate for this street segment. 12/16/2024 25mph Both Statewide Avg Collision Rate: 3 N/A 18 21 3.22 100 90% Time Period: ANALYSIS INFORMATION 0.13 0 2 2 2 7 5 5 7 8 9 11 6 4 2 1 0 0 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Location: Posted Limit:Weather: Direction:Recorder:12 2 1.7%24 9 94.0% Date:Day:13 1 2.6%25 5 98.3% 14 4 6.0%26 1 99.1% 15 6 11.2%27 0 99.1% 16 14 23.3%28 1 100.0% 17 15 36.2%29 0 100.0% 18 12 46.6%30 0 100.0% 19 14 58.6%31 0 100.0% 20 12 69.0%32 0 100.0% 21 9 76.7%33 0 100.0% 22 6 81.9%34 0 100.0% 23 5 86.2%35 0 100.0% 85th Percentile Speed: 12 to 28 15 to 24 ADT:Count Date: 5 years Land Use: c/mvm 1.07 c/mvm Signature: Date: RECOMMENDATION It is recommended to lower the posted speed limit by 5 mph along this roadway segment in accordance with the California Vehicle Code Section 22358(a). On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of the California Vehicle Code Sections 22348 through 22413, and pertinent provisions found in Sections 627, 22358, and 40802, a speed limit of 20 mph is hereby determined to be reasonable and appropriate for this street segment. 12/16/2024 25mph Both Statewide Avg Collision Rate: 40 26.76 19 23 3.29 100 88% Time Period: ANALYSIS INFORMATION 0.21 Average Speed: Standard Deviation: 19 SUMMARY STATISTICS % in Pace Speed: 10 mph Pace Speed: Skew: Speed Range: Total Observed: Sp e e d Nu m b e r Cu m u l a t i v e Pe r c e n t Sp e e d Nu m b e r City of San Rafael Engineering and Traffic Survey NoneBoth SidesSidewalk: Configuration:2-ln, Bi-Dir 11/7/2024 Commercial Terrain: Bike Lanes: Flat 0.30 Parking Conditions: Street Width (ft): Calculated Collision Rate: VEHICLE SPEED DATA Median Speed: Both Sides 3,900 Adjacent land uses and facilities that generate high concentrations of bicyclists or pedestrians as per CA MUTCD Table 2B- 106(CA) include the presence of employment centers, retail, a religious facility, transit stops and sidewalks. Number of Collisions: Segment Length (mi): Clear JJ Thursday10/24/2024 40 Cu m u l a t i v e Pe r c e n t E Street between Mission Ave and Second Street 0 2 1 4 6 14 15 12 14 12 9 6 5 9 5 1 0 1 0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Location: Posted Limit:Weather: Direction:Recorder:11 2 1.9%23 7 86.5% Date:Day:12 1 2.9%24 2 88.5% 13 2 4.8%25 6 94.2% 14 4 8.7%26 2 96.2% 15 10 18.3%27 2 98.1% 16 12 29.8%28 1 99.0% 17 7 36.5%29 1 100.0% 18 11 47.1%30 0 100.0% 19 6 52.9%31 0 100.0% 20 11 63.5%32 0 100.0% 21 7 70.2%33 0 100.0% 22 10 79.8%34 0 100.0% 85th Percentile Speed: 11 to 29 14 to 23 ADT:Count Date: 5 years Land Use: c/mvm 1.07 c/mvm Signature: Date: VEHICLE SPEED DATA Median Speed: Both Sides 5,600 Adjacent land uses and facilities that generate high concentrations of bicyclists or pedestrians as per CA MUTCD Table 2B- 106(CA) include the presence of retail, sidewalks, on-street bicycle facilities, and transit stops. This roadway segment is on the City's high collision network according to the 2024 San Rafael Local Road Safety Plan. Number of Collisions: Segment Length (mi): Clear DH & SV Thursday 9/12/2024 40 Cu m u l a t i v e Pe r c e n t D Street between Fifth Avenue and First Street City of San Rafael Engineering and Traffic Survey Class IIIBoth Sides Sidewalk: Configuration:2-ln, Bi-Dir 11/7/2024 Commercial Terrain: Bike Lanes: Flat -0.02 Parking Conditions: Street Width (ft): Calculated Collision Rate: Sp e e d Nu m b e r Cu m u l a t i v e Pe r c e n t Sp e e d Nu m b e r Average Speed: Standard Deviation: 19 SUMMARY STATISTICS % in Pace Speed: 10 mph Pace Speed: Skew: Speed Range: Total Observed: 12/16/2024 RECOMMENDATION It is recommended to lower the posted speed limit by 5 mph along this roadway segment in accordance with the California Vehicle Code Section 22358(a). On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of the California Vehicle Code Sections 22348 through 22413, and pertinent provisions found in Sections 627, 22358, and 40802, a speed limit of 20 mph is hereby determined to be reasonable and appropriate for this street segment. 25mph Both Statewide Avg Collision Rate: 48 16.77 19 23 4.20 52 82% Time Period: ANALYSIS INFORMATION 0.28 0 2 1 2 4 10 12 7 11 6 11 7 10 7 2 6 2 2 1 1 0 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Location: Posted Limit:Weather: Direction:Recorder:14 1 1.0%26 0 94.9% Date:Day:15 6 7.1%27 3 98.0% 16 5 12.1%28 0 98.0% 17 9 21.2%29 0 98.0% 18 11 32.3%30 0 98.0% 19 13 45.5%31 2 100.0% 20 10 55.6%32 0 100.0% 21 8 63.6%33 0 100.0% 22 17 80.8%34 0 100.0% 23 7 87.9%35 0 100.0% 24 5 92.9%36 0 100.0% 25 2 94.9%37 0 100.0% 85th Percentile Speed: 14 to 31 15 to 24 ADT:Count Date: 5 years Land Use: c/mvm 1.07 c/mvm Signature: Date: RECOMMENDATION It is recommended to lower the posted speed limit by 5 mph along this roadway segment in accordance with the California Vehicle Code Section 22358(a). On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of the California Vehicle Code Sections 22348 through 22413, and pertinent provisions found in Sections 627, 22358, and 40802, a speed limit of 20 mph is hereby determined to be reasonable and appropriate for this street segment. 12/16/2024 25mph Both Statewide Avg Collision Rate: 42 36.82 20 23 3.29 100 92% Time Period: ANALYSIS INFORMATION 0.25 Average Speed: Standard Deviation: 20 SUMMARY STATISTICS % in Pace Speed: 10 mph Pace Speed: Skew: Speed Range: Total Observed: Sp e e d Nu m b e r Cu m u l a t i v e Pe r c e n t Sp e e d Nu m b e r City of San Rafael Engineering and Traffic Survey Class IIIBoth SidesSidewalk: Configuration:2-ln, Bi-Dir 11/7/2024 Commercial Terrain: Bike Lanes: Flat 0.70 Parking Conditions: Street Width (ft): Calculated Collision Rate: VEHICLE SPEED DATA Median Speed: Both Sides 2,500 Adjacent land uses and facilities that generate high concentrations of bicyclists or pedestrians as per CA MUTCD Table 2B- 106(CA) include the presence of employment centers, retail, transit stops, sidewalks and on-street bicycle facilities. This roadway segment is on the City's high collision network according to the 2024 San Rafael Local Road Safety Plan. Number of Collisions: Segment Length (mi): Clear DH & SV Thursday9/12/2024 40 Cu m u l a t i v e Pe r c e n t C Street between Mission Avenue and Second Street 0 1 6 5 9 11 13 10 8 17 7 5 2 0 3 0 0 0 2 0 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Location: Posted Limit:Weather: Direction:Recorder:10 1 1.8%22 3 96.5% Date:Day:11 1 3.5%23 1 98.2% 12 2 7.0%24 0 98.2% 13 2 10.5%25 0 98.2% 14 4 17.5%26 0 98.2% 15 4 24.6%27 0 98.2% 16 7 36.8%28 1 100.0% 17 9 52.6%29 0 100.0% 18 7 64.9%30 0 100.0% 19 8 78.9%31 0 100.0% 20 4 86.0%32 0 100.0% 21 3 91.2%33 0 100.0% 85th Percentile Speed: 10 to 28 13 to 22 ADT:Count Date: 5 years Land Use: c/mvm 1.07 c/mvm Signature: Date: RECOMMENDATION It is recommended to lower the posted speed limit by 5 mph along this roadway segment in accordance with the California Vehicle Code Section 22358(a). On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of the California Vehicle Code Sections 22348 through 22413, and pertinent provisions found in Sections 627, 22358, and 40802, a speed limit of 20 mph is hereby determined to be reasonable and appropriate for this street segment. 12/16/2024 25mph Both Statewide Avg Collision Rate: 31 108.89 17 20 3.20 52 89% Time Period: ANALYSIS INFORMATION 0.13 Average Speed: Standard Deviation: 17 SUMMARY STATISTICS % in Pace Speed: 10 mph Pace Speed: Skew: Speed Range: Total Observed: Sp e e d Nu m b e r Cu m u l a t i v e Pe r c e n t Sp e e d Nu m b e r City of San Rafael Engineering and Traffic Survey NoneBoth Sides Sidewalk: Configuration:2-ln, Bi-Dir 11/7/2024 Residential Terrain: Bike Lanes: Flat 0.32 Parking Conditions: Street Width (ft): Calculated Collision Rate: VEHICLE SPEED DATA Median Speed: Both Sides 1,200 Adjacent land uses and facilities that generate high concentrations of bicyclists or pedestrians as per CA MUTCD Table 2B- 106(CA) include the presence of employment centers, retail, transit stops and sidewalks. This roadway segment is on the City's high collision network according to the 2024 San Rafael Local Road Safety Plan. Number of Collisions: Segment Length (mi): Clear DH & SV Thursday9/12/2024 30-36 Cu m u l a t i v e Pe r c e n t Tamalpais Avenue between Mission Avenue and Second Street 0 1 1 2 2 4 4 7 9 7 8 4 3 3 1 0 0 0 0 1 0 0 SPEED 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 ORDINANCE NO. ____ AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SAN RAFAEL REGARDING SPEED LIMIT CHANGE ON 24 SAN RAFAEL ROADWAY SEGMENTS PURSUANT TO SECTIONS 22357 AND 22358 OF THE CALIFORNIA VEHICLE CODE. THE CITY COUNCIL OF THE CITY OF SAN RAFAEL DOES ORDAIN AS FOLLOWS: DIVISION 1. FINDINGS. WHEREAS, pursuant to Section 22357 of the California Vehicle Code, the City of San Rafael may determine that a speed limit greater than 25 miles per hour (mph) on certain streets would facilitate the orderly movement of vehicular traffic and would be reasonable and safe; and WHEREAS, pursuant to Section 22358 of the California Vehicle Code, the City of San Rafael may determine that a speed limit of 15 or 20 miles per hour (mph) on certain streets would facilitate the orderly movement of vehicular traffic and would be reasonable and safe; and WHEREAS, the existing speed limit on the roadway segments are listed below in Table 1 under Current Speed Limits; and WHEREAS, engineering and traffic studies (E&TS) have been prepared for these roadway segments consistent with Section 627 of the California Vehicle Code and identify recommended maximum speed limits, and based thereon, the City’s acting Traffic Engineer has determined and recommended that the maximum speed limit on these streets should be changed to the following Proposed Speed Limits listed in Table 1 to facilitate the orderly movement of vehicular traffic, and would be reasonable and safe; Table 1. Recommended Speed Limit Reductions Roadway Segment Current Speed Limit Proposed Speed Limit Mission Avenue (H Street to Hetherton Street) 25 mph 20 mph Fifth Avenue (H Street to Hetherton Street) 25 mph 20 mph Fourth Street (Marquard Avenue to Hetherton Street) 25 mph 20 mph Second Street (Marquard Avenue to Hayes Street) 35 mph 30 mph H Street (Mission Avenue to Fourth Street) 25 mph 20 mph G Street (Mission Avenue to Second Street) 25 mph 20 mph F Street (Fifth Avenue to Latham Street) 25 mph 20 mph Shaver Street (Fourth Street to Second Street) 25 mph 20 mph E Street (Mission Avenue to Second Street) 25 mph 20 mph D Street (Fifth Avenue to First Street) 25 mph 20 mph 2 D Street (First Street to Antonette Avenue) 30 mph 25 mph C Street (Mission Avenue to Second Street) 25 mph 20 mph B Street (Mission Avenue to First Street) 25 mph 20 mph A Street (Fifth Avenue to Second Street) 25 mph 20 mph Lootens Place (Fifth Avenue to Third Street) 25 mph 20 mph Cijos Street (Fourth Street to Third Street) 25 mph 20 mph Lincoln Avenue (Mission Avenue to Second Street) 25 mph 20 mph Tamalpais Avenue (Mission Avenue to Second Street) 25 mph 20 mph Andersen Drive (Francisco Boulevard West to Bellam Boulevard) 35 mph 30 mph Francisco Boulevard West (US-101 South Ramps to Rice Drive) 35 mph 30 mph Redwood Highway (Manuel T. Freitas Parkway to 4222 Redwood Highway) 35 mph 30 mph Smith Ranch Road (Redwood Highway to East End) 35 mph 30 mph Civic Center Drive (Avenue of the Flags to Manuel T. Freitas Parkway) 30 mph 25 mph Du Bois Street (Irwin Street to Woodland Avenue) 30 mph 25 mph NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SAN RAFAEL DOES ORDAIN AS FOLLOWS: DIVISION 2. SPEED LIMIT ESTABLISHED. The prima facie speed limit on the roadway segments are hereby decreased to the proposed speed limits listed in Table 1 and shall be effective when appropriate signs giving notice thereof are erected upon the street. DIVISION 3. CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA). The City Council finds that adoption of this Ordinance is exempt from the California Environmental Quality Act ("CEQA") pursuant to section 15061(b)(3) of the State CEQA Guidelines because it can be seen with certainty that there is no possibility that the adoption of this Ordinance or its implementation would have a significant effect on the environment (14 Cal. Code Regs. Section 15061(b)(3)). DIVISION 4. SEVERABILITY. If any section, subsection, sentence, clause or phrase of this Ordinance is for any reason held to be invalid, such decision shall not affect the validity of the remaining portions of this Ordinance. The Council hereby declares that it would have adopted the Ordinance and each section, subsection, sentence, clause or phrase thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses or phrases be declared invalid. 3 DIVISION 5. EFFECTIVE DATE; PUBLICATION. A summary of this Ordinance shall be published and a certified copy of the full text of this Ordinance shall be posted in the office of the City Clerk at least five (5) days prior to the Council meeting at which it is adopted. This Ordinance shall be in full force and effect thirty (30) days after its final passage, and the summary of this Ordinance shall be published within fifteen (15) days after the adoption, together with the names of those Councilmembers voting for or again st same, in the Marin Independent Journal, a newspaper of general circulation published and circulated in the City of San Rafael, Marin County, State of California. Within fifteen (15) days after adoption, the City Clerk shall also post in the office of the City Clerk a certified copy of the full text of this Ordinance, along with the names of those Councilmembers voting for or against the Ordinance. THE FOREGOING ORDINANCE was first read and introduced at a regular meeting of the San Rafael City Council on the 18th day of February 2025, and was passed and adopted at a regular meeting of the San Rafael City Council on the 3rd day of March, 2025 by the following vote, to wit: AYES: NOES: ABSENT: COUNCILMEMBERS: COUNCILMEMBERS: COUNCILMEMBERS: ______________________ KATE COLIN, Mayor ______________________ LINDSAY LARA, City Clerk CITY OF SAN RAFAEL NOTICE OF PUBLIC HEARING BEFORE THE SAN RAFAEL CITY COUNCIL You are invited to attend the City Council hearing on the following project: DATE/TIME: Tuesday, February 18, 2025, at 6:00 P.M. LOCATION: City Council Chambers, City Hall, 1400 Fifth Avenue, San Rafael, CA 94901 PURPOSE: INTRODUCE AN ORDINANCE AMENDING SAN RAFAEL SPEED ZONES TO CHANGE THE SPEED LIMITS ON 24 ROADWAYS IN SAN RAFAEL IN ACCORANCE WITH THE UPDATED ENGINEERING & TRAFFIC SURVEY AND CALIFORNIA VEHICLE CODE SECTIONS. Conduct a public hearing on the ordinance regarding speed limit changes on 24 roadway segments in downtown San Rafael pursuant to sections 22357 and 22358 of the California Vehicle Code and pass the ordinance to print. The recommended speed limits are part of a comprehensive approach to improving traffic safety and slow vehicle speeds, helping to foster a more livable and accessible community. The City of San Rafael is updating the Engineering & Traffic Surveys so the San Rafael Police Department can enforce by radar gun and so the speed limits can be upheld in court. State law requires jurisdictions to reverify posted speeds every seven years and up to 10 years if a review is performed by a registered engineer and a determination is made that there have been no significant changes to the roadway or traffic conditions. Of the roadway segments that were updated in this round, 24 roadways are proposed to have a speed limit decrease. It has been determined that there is no possibility that adoption of the proposed ordinance will have a physical impact on the environment, therefore this project is exempt from environmental review under the California Environmental Quality Act (CEQA) under the common-sense exemption in 14 Cal Code Regs. Section 15061. WHAT WILL HAPPEN: Staff will provide a presentation, members of the public can provide comments/questions, and the City Council will consider all public testimony, deliberate, and determine how to proceed with the recommendation provided by staff. IF YOU CANNOT ATTEND: You may submit comments regarding the proposed item by 4:00 p.m. the day of the hearing to Lindsay Lara, City Clerk, City of San Rafael, 1400 Fifth Avenue, San Rafael, CA 94901, or by email to city.clerk@cityofsanrafael.org. You can also hand deliver a letter prior to the public hearing. The City Clerk’s office will forward your comments to the City Council and publish correspondence received to the agenda online. Comments received after 4:00 p.m. will be forwarded to the City Council and posted online the following day. FOR MORE INFORMATION: For additional information regarding the above, you can contact Lyn Lopez, Junior Engineer for the City of San Rafael at 415-485-3477 or eugelyn.lopez@cityofsanrafael.org. Office hours are Monday-Friday, 8:30 AM to 5:00 PM. You can also view the staff report after 4:00 p.m. on the Friday before the meeting at https://www.cityofsanrafael.org/city-council-meetings/ /s/ Lindsay Lara Lindsay Lara City Clerk City of San Rafael To be published in the Marin IJ on: Friday, February 7, 2025.