CR 37 over TRACE FORK OF MUD RIVER
Map
Coordinates:
+38.33223, -81.9769938°19'56" N, 81°58'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 37 over TRACE FORK OF MUD RIVER |
Structure number: | 00000000040A043 |
Location: | 0.25 MI S OF CR 39 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 74.2 ft. [22.6 m] |
Roadway width between curbs: | 13.5 ft. [4.1 m] |
Deck width edge-to-edge: | 15.4 ft. [4.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1927 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 374 [as of 2015] |
Truck traffic: | 4% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 45.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $575,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Poor | Poor | Fair | Fair | 374 | 45.7 |
March 2015 | Poor | Poor | Fair | Fair | 350 | 45.7 |
February 2013 | Fair | Fair | Fair | Fair | 70 | 48.7 |
February 2011 | Fair | Fair | Fair | Fair | 400 | 47.5 |
March 2009 | Fair | Fair | Fair | Fair | 400 | 47.5 |
February 2007 | Poor | Poor | Poor | Fair | 400 | 29.5 |
September 2005 | Poor | Poor | Poor | Fair | 400 | 29.5 |
March 2005 | Fair | Fair | Fair | Satisfactory | 400 | 47.5 |
March 2003 | Fair | Fair | Fair | Satisfactory | 400 | 47.5 |
March 2001 | Fair | Fair | Fair | Satisfactory | 350 | 47.5 |
March 1999 | Fair | Fair | Fair | Satisfactory | 350 | 47.5 |
April 1997 | Fair | Fair | Fair | Satisfactory | 350 | 47.5 |
April 1995 | Fair | - | Fair | Satisfactory | 250 | 54.5 |
April 1993 | Fair | - | Satisfactory | Satisfactory | 250 | 48.3 |
April 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 250 | 69.5 |