My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
7.1. SR 02-03-2020
ElkRiver
>
City Government
>
City Council
>
Council Agenda Packets
>
2011 - 2020
>
2020
>
02-03-2020
>
7.1. SR 02-03-2020
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/28/2021 10:06:51 AM
Creation date
1/30/2020 3:12:15 PM
Metadata
Fields
Template:
City Government
type
SR
date
2/3/2020
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
79
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
Copart USA Traffic Impact Study <br />Elk River, MN <br />1/14/2020 <br />In reporting Levels of Service, the information from the signalized intersection <br />analysis comes directly from the Synchro 10 and SimTraffic 10 reports. Intersection <br />Levels of Service are reported based on the Control Delay calculated for the overall <br />intersection and for each critical movement as determined by SimTraffic 10, and as <br />adjusted for driver behavior. <br />For queuing, the 95th Percentile and the Maximum Queue Lengths that are <br />generated after five runs. In this report, the 95th Percentile Queue Length is used <br />to discern adequate lengths of turn lanes. The 95th Percentile Queue Length refers <br />to that length of queue that has only a five -percent probability of being exceeded <br />during an analysis period. This is the standard factor used to determine optimal <br />turn lane lengths. <br />23 Westwood <br />
The URL can be used to link to this page
Your browser does not support the video tag.