My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
05-11-1999 Public Hearing - Woodhill CC
Orono
>
City Council
>
1999
>
05-11-1999 Public Hearing - Woodhill CC
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/12/2023 3:31:37 PM
Creation date
4/12/2023 3:28:08 PM
Metadata
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.
/
280
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).
Show annotations
View images
View plain text
Table 1 <br />Average Daily Traffic Volumes on CSAH 15 <br />January Through June 1998 <br />CSAH 15 Average Daily Traffic Volumes <br />Month Monday Tuesday Wednesday Thursday Friday Saturday Sunday <br />January 16,553 17,369 16,965 16,193 18,302 14,996 11,067 <br />February 17,101 17,913 17.984 1.134 18,761 15,566 12,533 <br />March 17,310 17,715 18,006 18,104 18,422 15,845 11,921 <br />April 19,237 19,860 19,762 19,826 <br />21,083 18,258 14,470 <br />May 20,027 21,952 22,447 22,412 23,028 20,215 17,547 <br />June 22,208 22,845 23,075 23,098 24,252 21,368 18,826 <br />The data provided by Hennepin County allows for a review of the type of accident occurring <br />during the 1995-1997 time period, l able 2 provides a compilation of those accident types at <br />various intersection and roadway segments. The accident types that occurred most frequently <br />were the one vehicle accident and the rear end accident. The one vehicle accident comprised 41 <br />percent of the total accidents while the rear end accident type was 27 percent of the total 3-year <br />accidents. These two types provided 68 percent of the accident types along CSAH 15 from <br />CSAH 51 to Ferndale Road. These types of accidents are prevalent along a roadway that is <br />narrow, congested, and lacking in turn lanes. <br />The intersection accidents at the four primar>’ intersections along the study corridor have been <br />tabulated and the accident rate has been calculated. The rate is compared to the 3-year county <br />average for tee and 2-way stop controlled intersections. These data are provided on Table 3. <br />The accident rate for the roadway segment between CSAH 51 and Orono Orchard Road can be <br />calculated for the three-year period. This segment excludes the intersection accidents at CSAH <br />51 and at Orono Orchard Road. The number of accidents along this 1.37 mile segment and the <br />accident rate (accidents/million vehicle miles) is shown on Table 4. <br />J. <br />I <br />I <br />I <br />• « <br />• » <br />t i <br />•»4 <br />t f <br />• I <br />•-4 <br />f <br />• « <br />• ♦
The URL can be used to link to this page
Your browser does not support the video tag.