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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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Last modified
6/2/2022 3:43:26 PM
Creation date
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 11 <br />kimley-horn.com 4637 Chabot Dr., Suite 300, Pleasanton, CA 94588 925-398-4840 <br />· Safety component for Project B-8 Camino Tassajara/Tassajara Road Widening Project (East <br />of Blackhawk Drive to North Dublin Ranch Drive) <br />Project A-9a and A-9b were analyzed together because both projects are difference project phases <br />within the same project limits. In existing conditions, the project segment along Crow Canyon has a <br />crash rate of 0.59 and future development is anticipated to increase the crash rate to 0.62. It is <br />anticipated that the safety improvements proposed in Projects A-9a and A-9b will reduce the crash <br />rate to 0.06. <br />Project A-10a and A-10b were analyzed together because both projects are difference project <br />phases within the same project limits. In existing conditions, the project segment along Vasco Road <br />has a crash rate of 0.68 and future development is anticipated to increase the crash rate to 0.98. It is <br />anticipated that the safety improvements proposed in Projects A-10a and A-10b will reduce the crash <br />rate to 0.53. <br />For Project B-8, the project segment along Camino Tassajara/Tassajara Road has a crash rate of <br />0.83 in the existing condition and future development is anticipated to increase the crash rate over the <br />threshold to 1.04. It is anticipated that the safety improvements proposed in Projects C-1 will reduce <br />the crash rate to 0.76. <br />For Project C-1, the project segment along Tesla Road has a crash rate of 0.86 in the existing <br />condition and future development is anticipated increase the crash rate over the threshold to 1.11. It <br />is anticipated that the safety improvements proposed in Projects C-1 will reduce the crash rate to <br />0.62. <br />For Project C-2, the project segment along Norris Canyon Road exceeds the crash rate threshold in <br />the existing condition with a rate of 1.20. Future development is anticipated to increase the rate to <br />1.63. It is anticipated that the safety improvements proposed in Projects C-2 will reduce the crash rate <br />to 0.20. <br />Pedestrian / Bicycle <br />Pedestrian / Bicycle analysis was conducted for all of the Iron Horse Trail projects which include the <br />following: <br />· C-11a Iron Horse Trail Bicycle-Pedestrian Overcrossing – Bollinger Canyon Road <br />· C-11b Iron Horse Trail Bicycle-Pedestrian Overcrossing – Crow Canyon Road <br />· C-11c Iron Horse Trail – Dublin <br />· C-11d Iron Horse Trail – Livermore <br />· C-11e Iron Horse Trail to Shadow Cliffs <br />· C-11f Iron House Trail Connection Improvements at Santa Rita Road <br />· C-11g Iron Horse Trail Bicycle/Pedestrian Overcrossing – Sycamore Valley Road <br />· C-11h Iron Horse Trail System-wide Improvements
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