COUNTY ROUTE 11 over CROSS CREEK
Map
Coordinates:
+38.61461, -81.9824638°36'53" N, 81°58'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 11 over CROSS CREEK |
Structure number: | 00000000040A009 |
Location: | 0.08 MI E OF WV 62 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 58.1 ft. [17.7 m] |
Total length: | 59.4 ft. [18.1 m] |
Roadway width between curbs: | 20.3 ft. [6.2 m] |
Deck width edge-to-edge: | 21.3 ft. [6.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1991 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Other [9] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,270 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 79.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Good | Good | 1270 | 79.0 |
September 2016 | Good | Good | Good | Very Good | 1178 | 79.0 |
September 2014 | Good | Good | Good | Very Good | 1100 | 79.0 |
October 2012 | Good | Good | Good | Very Good | 950 | 79.0 |
October 2010 | Good | Very Good | Very Good | Very Good | 960 | 79.0 |
November 2008 | Good | Very Good | Very Good | Very Good | 960 | 79.0 |
November 2006 | Good | Very Good | Very Good | Very Good | 1100 | 79.0 |
December 2004 | Good | Very Good | Very Good | Very Good | 950 | 79.0 |
January 2003 | Good | Very Good | Very Good | Very Good | 950 | 79.0 |
January 2001 | Good | Very Good | Very Good | Very Good | 950 | 79.0 |
January 1999 | Good | Very Good | Very Good | Very Good | 900 | 79.0 |
March 1997 | Good | Very Good | Very Good | Very Good | 650 | 81.0 |
April 1995 | Good | Very Good | Very Good | Very Good | 650 | 81.0 |
May 1993 | Good | Very Good | Very Good | Very Good | 650 | 81.0 |
May 1991 | Good | Excellent | Excellent | Excellent | 450 | 81.0 |