County Route 23 over Davis Run
Map
Coordinates:
+39.40037, -80.7473539°24'01" N, 80°44'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | County Route 23 over Davis Run |
Structure number: | 00000000048A047 |
Location: | 0.01 mi West jct CR 64 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 30.5 ft. [9.3 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 20.7 ft. [6.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 475 [as of 2017] |
Truck traffic: | 9% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 34.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $263,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Poor | Poor | Poor | Poor | 475 | 34.8 |
July 2016 | Poor | Poor | Poor | Poor | 446 | 34.8 |
January 2015 | Poor | Poor | Poor | Fair | 450 | 47.0 |
November 2014 | Poor | Poor | Poor | Fair | 450 | 47.0 |
November 2013 | Poor | Poor | Poor | Fair | 450 | 47.0 |
February 2013 | Poor | Poor | Poor | Fair | 450 | 47.0 |
November 2010 | Fair | Fair | Fair | Fair | 400 | 64.8 |
November 2008 | Fair | Fair | Fair | Fair | 400 | 64.8 |
December 2006 | Fair | Fair | Fair | Fair | 400 | 64.8 |
December 2004 | Fair | Fair | Fair | Fair | 350 | 64.8 |
December 2002 | Fair | Satisfactory | Satisfactory | Fair | 300 | 65.8 |
December 2000 | Fair | Satisfactory | Satisfactory | Fair | 300 | 65.8 |
December 1998 | Fair | Satisfactory | Satisfactory | Fair | 250 | 65.8 |
December 1996 | Fair | Satisfactory | Satisfactory | Fair | 200 | 65.8 |
December 1994 | Fair | Satisfactory | Satisfactory | Fair | 200 | 65.8 |
December 1992 | Fair | Satisfactory | Satisfactory | Fair | 250 | 40.3 |
December 1990 | Fair | Satisfactory | Satisfactory | Fair | 250 | 60.5 |