My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
75D - PH- MAIN PLACE TRANSFORMATION
Clerk
>
Agenda Packets / Staff Reports
>
City Council (2004 - Present)
>
2019
>
06/04/2019
>
75D - PH- MAIN PLACE TRANSFORMATION
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/30/2019 7:32:33 PM
Creation date
5/30/2019 5:10:30 PM
Metadata
Fields
Template:
City Clerk
Doc Type
Agenda Packet
Agency
Planning & Building
Item #
75D
Date
6/4/2019
Destruction Year
2024
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.
/
702
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
IL <br />A special Christmas season traffic count was conducted during <br />the peak hour at the intersection of Main and Town and Country (Fashion <br />Square Entrance) to determine what changes occurred during peak shopping <br />periods. The surprising results showed that typical Christmas and <br />non -Christmas peak hourly intersection volume (5:00 PM - 6:00 PM) was <br />the same (2,535 vph during Christmas compared to 2,566 vph during the <br />non -Christmas season). <br />Intersection Capacity Analysis <br />An intersection capacity analysis was conducted utilizing PM <br />peak hour turning movement counts collected at all signalized inter- <br />sections. Appendix II -A shows the existing number of approach lanes at <br />each signalized intersection along with the PM peak hour traffic volume. <br />This information was used as the basis for the capacity analysis using <br />an Intersection Capacity Utilization (ICU) technique to report thejLevel <br />of Service. In order to calibrate the ICU analysis to the actual <br />driving characteristics of motorists encountered in the study area, a <br />special study of lane capacities was undertaken. <br />The results indicate the following lane capacities per hour of <br />green time at signalized intersections: <br />Lane Designation <br />Single Left Turn Lane <br />Dual Left Turn Lanes <br />Thru Lane (including right <br />turns) <br />Ca acit <br />1600 <br />2750 (1500 one lane, <br />1250 2nd lane) <br />1700 <br />* These are actual flow rates observed at the four approaches on the <br />intersection of Main/La Veta. The flow rate is expressed in terms of <br />vehicles per hour of green signal time. <br />775D-218 <br />
The URL can be used to link to this page
Your browser does not support the video tag.