My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
9.1. SR 07-18-2016
ElkRiver
>
City Government
>
City Council
>
Council Agenda Packets
>
2011 - 2020
>
2016
>
07-18-2016
>
9.1. SR 07-18-2016
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/3/2016 12:42:23 PM
Creation date
7/14/2016 2:03:22 PM
Metadata
Fields
Template:
City Government
type
SR
date
7/18/2016
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.
/
343
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
Table 1 — Existing Peak Hour Level of Service' <br />Intersection A.M. <br />Peak <br />P.M. Peak <br />Dodge Ave/5th St <br />A (b) <br />A (b) <br />Line Ave/5th St <br />A b <br />A c <br />Twin Lakes Rd/Line Ave <br />A c <br />C e <br />Line Ave/3rd St <br />A (b) <br />A (c) <br />Line Ave/Main St <br />B (c) <br />C (c) <br />Twin Lakes Rd/181St Ave <br />B (b) <br />B (b) <br />'The first letter is the Level of Service for the intersection. The second letter <br />(in parentheses) is the Level of Service for the worst operating movement. <br />As shown in Table 1, all of the study intersections currently operate at LOS C <br />or better. All movements are also at LOS C or better with the exception of the <br />eastbound approach on Line Avenue at the Twin Lakes Road intersection in <br />the p.m. peak hour. Less than ideal operations at side -street intersections are <br />not unusual during the peak periods across the Metro. The 95th percentile <br />queue for this movement is about 200 feet, or eight to ten vehicles. Field <br />observations confirmed the long queue during this period, but also noted that <br />the vehicles are able to keep moving due to the relatively low conflicting <br />volume on Twin Lakes Road. <br />Based on these results, Line Avenue is currently operating acceptably and <br />does not need improvements. <br />d. Warrant Analysis - Twin Lakes Road & 181St Avenue <br />As shown in Figure 2 in the Appendix, the Twin Lakes Road/181St Avenue <br />intersection is under all -way stop control, but appears to be set-up for a future <br />signal system given the number of approach lanes provided. The turning <br />movement counts show that there are significant enough volumes at this <br />intersection that upgrading it to a signalized intersection could be considered. <br />Using the turning movement counts, the volume signal warrants (Warrants 1- <br />3) were reviewed for the Twin Lakes Road/181St Avenue intersection using <br />the methodology from the Minnesota Manual on Uniform Traffic Control <br />Devices. Satisfying one or more warrants indicates that a traffic signal may be <br />appropriate for an intersection. With the existing turning movement volumes, <br />the Twin Lakes Road/181St Avenue intersection does not satisfy any of the <br />volume warrants. <br />Given the satisfactory traffic operations during the peak periods and the <br />failure to satisfy a volume warrant, this review of the existing conditions <br />indicates all -way stop remains an appropriate traffic control at this <br />intersection. Results of the warrant analysis are shown in the Appendix. <br />Traffic Operations Study 4 Line Avenue in Elk River <br />
The URL can be used to link to this page
Your browser does not support the video tag.