My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Item 1: Ordinance on Oregon West Management
COE
>
City of Eugene
>
Council Agendas 2008
>
CC Agenda - 02/19/08 Public Hearing
>
Item 1: Ordinance on Oregon West Management
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/9/2010 12:18:00 PM
Creation date
2/15/2008 11:03:25 AM
Metadata
Fields
Template:
City Council
City_Council_Document_Type
Agenda Item Summary
CMO_Meeting_Date
2/19/2008
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.
/
459
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
<br />Two-Way Stop Control <br /> <br />Page 1 of 1 <br /> <br /> TWO-WAY STOP CONTROL SUMMARY <br />General Information )ite Information <br />Analyst Cindy Pulone ntersection <br />V\qency/Co. Branch Engineerina uris diction Citv of Eugene <br />Date Performed 8/24/2007 A.nalysis Year 2008 'Build' Existing <br />!Analysis Time Period PM Peak Hour <br /> - <br />Project Description Santa Clara schoof site redevelooment <br />EastlWest Street Green Lane INorth/South Street: River Road <br />Intersection Orientation: North-South IStudy Period (hrs): 0.25 <br />ehicle Volumes and Adjustments <br />ajor Street Northbound Southbound <br />Movement 1 2 3 4 5 6 <br /> l T R L T R <br />Volume (vehlh) 9 1449 59 40 1193 9 <br />Peak-Hour Factor, PHF 0.97 0.97 0.97 0,97 0.97 0.97 <br />Hourly Flow Rate, HFR 9 1493 60 41 1229 9 <br />vehlh) <br />Percent Heavy Vehicles 0 - - 0 - -- <br />Median Type Two Way Left Turn Lane <br />RT Channelized 0 0 <br />lanes 1 2 0 1 2 0 <br />Configuration L T TR L T TR <br />Upstream Signal 0 0 <br />(Minor Street Eastbound Westbound <br />Movement 7 8 9 10 11 12 <br /> L T R L T R <br />Volume (veh/h) 4 0 17 55 0 56 <br />Peak-Hour Factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 <br />Hourly Flow Rate, HFR I <br /> 4 0 17 56 0 57 I <br />(veh/h) I <br />Percent Heavy Vehicles 0 0 0 0 0 0 <br />Percent Grade ('Yo) 0 0 <br /> - <br />Flared Approach N N - <br />Storage 0 0 <br />RT Channelized 0 0 <br />Lanes 0 1 0 0 1 0 <br />Configuration LTR LTR <br />Delay, Queue length, and Level of Service <br />IApproach Northbound Southbound Westbound Eastbound j <br />Movement 1 4 7 8 9 10 11 12 I <br />Lane Configuration L L LTR LTR i <br />v (veh/h) 9 41 1/3 21 <br />C (Ill) (veh/h) 565 428 163 290 <br />v/e 0.02 0.10 0.69 0.07 <br />95% queue length 0.05 0.32 4.10 0.23 <br />Control Delay (s/veh) 11.5 14.3 66.0 18.4 <br />LOS B B F (" <br /> y <br />Approach Delay (s/veh) - -. 66.0 18.4 <br />Approach LOS -- -- F c ._______..-.J <br />-.- .- <br /> <br />COfJy;-ight @ 2005 Universrry of Florida, All Rights Ressrved <br /> <br />HC$+fM Version 5.21 <br /> <br />Generated: 8/24/20Q7 3:30 PM <br /> <br />file:! Ie: \Documents and S ettings\cindyp \Local S ettings\ Temp \u2 k 1 F 5. tmp <br /> <br />8/24/2007 <br />
The URL can be used to link to this page
Your browser does not support the video tag.