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04
City of Pleasanton
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CITY CLERK
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2022
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060722
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6/2/2022 3:43:26 PM
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6/2/2022 3:37:57 PM
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CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
6/7/2022
DESTRUCT DATE
15Y
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Page 7 <br />kimley-horn.com 4637 Chabot Dr., Suite 300, Pleasanton, CA 94588 925-398-4840 <br />Crossings were evaluated based on the criteria summarized in Table 8, which is based on posted <br />speed limit, if there is a median refuge, and the number of lanes of the street being crossed. <br />Table 8: Level of Traffic Stress Criteria - Crossing <br />Posted Speed <br />Limit on Street <br />being Crossed <br />(mph) <br /># Lanes of Street Being Crossed <br />No Median Refuge Median Refuge (≥ 6 ft wide) <br />2-3 4-5 6+2-3 4-5 6+ <br />≤ 25 LTS 1 LTS 2 LTS 4 LTS 1 LTS 1 LTS 2 <br />30 LTS 2 LTS 2.5 LTS 4 LTS 1 LTS 2 LTS 2.5 <br />35 LTS 2.5 LTS 3 LTS 4 LTS 1 LTS 2.5 LTS 3 <br />≥ 40 LTS 3 LTS 4 LTS 4 LTS 2 LTS 2.5 LTS 4 <br />Source: Montgomery County, MD.The Bicycle Master Plan Appendix D, 2018 <br />Segments were evaluated based on criteria summarized in Table 9, which is based on posted speed <br />limit and the type of buffer between the shared path and adjacent roadways. <br />Table 9: Level of Traffic Stress Criteria - Segment <br />Posted <br />Speed <br />Limit <br />(mph) <br />Shared Use Path <br />Side path w/ Buffer < 5ft <br />(and no railing OR many <br />driveways) <br />Side path w/ Buffer ≥ 5ft <br />(and no railing OR many <br />driveways) <br />Independent Right-of- <br />Way <br />≤ 25 LTS 1A or LTS 2 LTS 1 LTS 0 <br />30 LTS 1A or LTS 2 LTS 1 LTS 0 <br />35 LTS 1A or LTS 2 LTS 1 LTS 0 <br />40 LTS 2 LTS 1B or LTS 2 LTS 0 <br />≥ 45 LTS 2 LTS 1B or LTS 2 LTS 0 <br />Note: <br />A LTS 1 is given if the road is residential and buffer is at last 5 feet wide. <br />B LTS 1 is given if the buffer is wide. <br />Source: Montgomery County, MD.The Bicycle Master Plan Appendix D, 2018 <br />Intersection <br />Intersection improvements were evaluated using the HCM intersection methodology. As shown in <br />Table 5, intersection LOS is based on delay. Existing AM (7-9) and PM (4-6) traffic volumes were <br />obtained from recent publicly accessible traffic studies. Future 2040 No Build and 2040 Build volumes <br />were developed based on the “difference method” previously described. A level of service standard of <br />LOS F was used for this analysis. <br />Technology <br />Technology projects included in the 2020 TVTC Nexus Study include studies to evaluate and identify <br />potential technology-based solutions. Since these are studies and not public facilities, no MOE or
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