My WebLink
|
Help
|
About
|
Sign Out
Home
2004_0913_Packet
Roseville
>
City Council
>
City Council Meeting Packets
>
2004
>
2004_0913_Packet
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/9/2014 2:05:59 PM
Creation date
12/14/2009 1:44:45 PM
Metadata
Fields
Template:
General
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.
/
313
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
. The removal of the current unsignalized Target/HarMar first access east of Snelling <br />elin�inates an existing level of service stop sign-controlled intersection along County <br />Road B. <br />. The presently signalized intersection of County Road B and State Farm Road can <br />accommodate the increased traffic loading (with addition of north-south left tum phases; <br />see Mitigation section later in report). <br />Traffic Simulation <br />Traffic simulation was used to microscopically analyze traffic operations in the critical locations <br />of the study area with full development volumes. The intersection of Snelling and County Road <br />B showed congestion problems as expected. Since the existing operation of this intersection is <br />problematic, any additional traffic would add to the congestion. � occasion during the PM <br />pea1� hour, westbound traffic would backup and block south to westbound right turners leaving <br />the SuperTarget site. <br />A second area of simulation analysis was the southern-most pedestrian crossing in &ont of the <br />SuperTarget store. Stop signs are planned at this location to provide safe right-of-way for <br />pedestrians. The stop signs and crossing pedestrians will create a slight bottleneck for traffic <br />passing in front of the SuperTarget store. The simulation/animation results indicate that there is <br />enough overall capacity to accommodate the expected pedestrian and vehicle demands during an <br />average PM peak hour traffic condition. But the capacity is not always adequate to handle <br />surges in traffic during the busiest ttaffic signal cycles. On occasion, traffic will spill back from <br />the pedestrian stop sign to County Road B and block traffic entering the site. The traffic that is <br />unable to enter the traffic site area was observed to over-fill the County Road B left turn lane and <br />block through traffic. This is a temporary situation that generally clears quickly but it was <br />identified on an average daily PM peal{. On busier shopping days, this situation is expected to <br />occur more frequently and more severely. In addition, some cars are expected to stop at the <br />pedestrian crossing to drop off or pickup pedestrians. This will increase the frequency of this <br />problem. <br />The pedestrian/auto interaction in front of the store impacts not only the immediate store <br />driveway area but also the on-street operations along County Road B. As pedestrian/auto <br />interactions and conflicts increase, the potential for spill-back on incoming vehicles onto County <br />Road B increases. A°`sensitivity" test was conducted to determine how the level of <br />pedestrian/auto interaction influences the operation of the County Road B/State Farm Road <br />signalized intersection. Table 6 below summarizes how the amount of pedestrian movements at <br />the southernmost doorway entrance can impact traffic operations off-site. The "low*' and "high" <br />range of pedestrian volumes are based on typical distributions of shoppers in and out of <br />SuperTarget sites with separate grocery and retail entrances. <br />Page 7 <br />
The URL can be used to link to this page
Your browser does not support the video tag.