My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Ordinance No. 20513
COE
>
City of Eugene
>
Ordinances
>
2013 No. 20504 - 20519
>
Ordinance No. 20513
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/11/2013 11:57:21 AM
Creation date
7/11/2013 11:04:04 AM
Metadata
Fields
Template:
Council Ordinances
CMO_Document_Number
20513
Document_Title
EWEB Master Plan
Adopted_Date
7/9/2013
Approved Date
7/9/2013
CMO_Effective_Date
8/9/2013
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
501
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
Eugene Water & Electric Board (EWEB) Master Planned Development <br />Traffic Impact Analysis <br />LEVEL -OF- SERVICE ANALYSIS <br />October 2012 <br />The 2031 weekday a.m. and p.m. peak -hour turning- movement volumes shown in Figures 14 and 15 <br />were used to prepare an operational analysis at each study intersection. The 2031 intersection analysis <br />found that all of the study intersections operate acceptably during the a.m. and p.m. peak hours, except <br />4th Avenue /Coburg Road and 3rd Avenue /Coburg Road. During the p.m. peak hour, westbound right - <br />turn movements at the 4th Avenue /Coburg Road intersection continue to operate at level of service "F" <br />and over capacity (v /c > 1.0) without mitigation. <br />During the a.m. peak hour, eastbound right -turn movements at the 3rd Avenue /Coburg Road <br />intersection are forecast to operate at level of service "F ". The eastbound right -turn movement is <br />forecast to operate well under capacity. Appendix "L" contains the year 2031 background traffic <br />operations worksheets. <br />Year 2031 Total Traffic Conditions <br />The total traffic conditions analysis forecasts how the study area's transportation system will operate <br />with traffic generated by the EWEB Master Plan site redevelopment. The year 2031 background traffic <br />volumes for the weekday a.m. and p.m. peak hours (shown in Figures 14 and 15) were added to the <br />site - generated traffic (shown in Figures 10 and 11) to arrive at the total traffic volumes illustrated in <br />Figures 16 and 17. <br />INTERSECTION LEVEL OF SERVICE <br />The weekday a.m. and p.m. peak hour turning- movement volumes shown in Figures 16 and 17 were <br />used to conduct an operational analysis at each study intersection to determine the year 2031 total <br />traffic levels of service. The results of the total traffic analysis shown in Figures 16 and 17 indicate that <br />all of the study intersections are forecast to operate at acceptable levels of service during the weekday <br />a.m. and p.m. peak hours, except 4th Avenue /Coburg Road and 3rd Avenue /Coburg Road. Appendix 'W" <br />contains the year 2031 total traffic level -of- service worksheets. <br />J FZA Kittelson & Associates, Inc. 53 <br />
The URL can be used to link to this page
Your browser does not support the video tag.