COUNTY ROUTE 13 over SPRING CREEK
Map
Coordinates:
+37.95492, -80.3482037°57'18" N, 80°20'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 13 over SPRING CREEK |
Structure number: | 00000000013A045 |
Location: | 1.02 Miles N. of CR 18 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 54.1 ft. [16.5 m] |
Total length: | 224.7 ft. [68.5 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 21.3 ft. [6.5 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1994 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 157 [as of 2015] |
Truck traffic: | 10% 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 corrrective action [3] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 78.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,000,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2016 | Good | Good | Good | Good | 157 | 78.9 |
December 2012 | Good | Very Good | Very Good | Good | 100 | 95.9 |
November 2010 | Good | Very Good | Very Good | Good | 100 | 95.9 |
November 2008 | Good | Very Good | Very Good | Very Good | 200 | 78.8 |
November 2006 | Good | Very Good | Very Good | Very Good | 200 | 78.8 |
December 2004 | Good | Very Good | Very Good | Very Good | 200 | 78.8 |
December 2002 | Good | Very Good | Very Good | Very Good | 200 | 78.8 |
December 2000 | Good | Very Good | Very Good | Very Good | 200 | 78.8 |
December 1998 | Good | Very Good | Very Good | Very Good | 200 | 76.8 |
December 1996 | Good | Excellent | Excellent | Very Good | 200 | 78.8 |
December 1994 | Good | Excellent | Excellent | Very Good | 150 | 76.8 |
October 1992 | Poor | Serious | Serious | Serious | 150 | 12.2 |
October 1990 | Poor | Fair | Critical | Serious | 100 | 13.8 |