My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
R2026-078
>
Meetings
>
2026
>
05. May
>
2026-05-05 10:00 AM - Commissioners' Agenda
>
R2026-078
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/12/2026 12:45:40 PM
Creation date
5/12/2026 12:44:08 PM
Metadata
Fields
Template:
Meeting
Date
5/5/2026
Meeting title
Commissioners' Agenda
Location
Commissioners' Auditorium
Address
205 West 5th Room 109 - Ellensburg
Meeting type
Regular
Meeting document type
Fully Executed Version
Supplemental fields
Item
Request to Approve a Resolution to Adopt the Snoqualmie Pass Comprehensive Safety Action Plan
Order
8
Placement
Consent Agenda
Row ID
144005
Type
Resolution
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
90
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
35 Snoqualmie Pass Comprehensive Safety Plan I Kittitas County <br />Volume <br />The following section describes overall <br />volume trends in Snoqualmie Pass.While <br />total volumes may differ between October <br />and February or between weekdays and <br />weekends, overall travel patcerns and <br />trends remain consistent across all <br />scenarios." <br />OCTOBER <br />Analysis of October volumes provided a baseline <br />for non-winter conditions in Snoqualmie Pass. <br />Figure 2O presents October 2024 weekend <br />vehicle volumes, including total daily volumes <br />along roadway segments and peak hour approach <br />volumes at intersections. <br />The segment with the highest daily average volume <br />during both weekdays and weekends in October <br />was SR 906 between Exit 52 and Guye Peak Lane. <br />For both weekdays and weekends in October, the <br />intersections with the highest peak hour volumes <br />were the intersection of Exit 52 l-9O Eastbound <br />Off-Ramp & SR 906 (Location 1), the intersection <br />of SR 906 & Guye Peak Lane (Location 2), and the <br />intersection of SR 906 & Hyak Drive E (Location 8), <br />as shown in Figure 20. <br />* See Appendix F fortraffic volume maps corresponding to the October 2024 <br />weekday, February 2025 weekday, and February 2025 weekend scenarios. <br />@ <br />^b<a <br />\L <br />o9'ci <br />cr-tf <br />a\-o"(, <br />\ <br />"s"',a- <br />,O9 <br />@ <br />-z_o <br />o2 <br />o <br />o <br />-to= <br />a../--(. <br />s{anner <br />v,la'i <br />I ol0 <br />Garrnischo(tr <br />\. Iton Hor"" Trl ird(ol2 <br />o9oo7 <br />Figure 20. October 2O24 Weekend Volumes <br />Source: Fehr & Peers.2025- <br />Peak Hour Approach Volume <br />I Min: I <br />I! <br />o <br />a^ <br />t?a\ror"Average Daily Volume <br />Min: 461 <br />Count Location <br />A TMC <br />O Tube <br />r- -'l ^ <br />I _ _r uounty Llne <br />Study Area <br />a <br />o <br />o <br />-o <br />o <br />o <br />6 <br />I <br />Keechelus <br />Lake <br />--{:ro%y,EMiles <br />rsoa.-SL <br />'-e)-o. z'ue/o tf, <br />,,/e Dr g <br />fn <br />@ <br />Highest peak <br />hour approach <br />volume <br />Highest peak hour <br />approach volume <br />o/ <br />Hlghest average <br />daily voftnne <br />Max: 140 <br />I <br />Max:2,636 <br /> o
The URL can be used to link to this page
Your browser does not support the video tag.