BLAIRS VALLEY ROAD over BRANCH OF LICKING CREEK
Map
Coordinates:
+39.74740, -77.9266039°44'51" N, 77°55'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BLAIRS VALLEY ROAD over BRANCH OF LICKING CREEK |
Structure number: | 000000000040825 |
Old structure number: | 287209031040010 (from 1992 edition) |
Location: | 5.5 MI. S.OF MERCERSBURG |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 36.1 ft. [11.0 m] |
Total length: | 38.1 ft. [11.6 m] |
Roadway width between curbs: | 29.5 ft. [9.0 m] |
Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
Skew angle: | 4° |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1991 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Concrete [1] |
Main span design: | Frame [07] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 750 [as of 1989] |
Deck condition: | Fair [5 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 83.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Fair | Fair | Fair | 750 | 83.7 |
June 2016 | Fair | Good | Satisfactory | Satisfactory | 750 | 96.7 |
June 2014 | Fair | Good | Satisfactory | Satisfactory | 750 | 96.7 |
June 2012 | Fair | Good | Satisfactory | Satisfactory | 750 | 97.7 |
June 2010 | Good | Good | Good | Good | 750 | 97.7 |
June 2008 | Good | Good | Good | Good | 750 | 97.7 |
May 2006 | Good | Very Good | Very Good | Very Good | 750 | 97.7 |
August 2004 | Good | Very Good | Very Good | Very Good | 750 | 97.7 |
September 2002 | Good | Very Good | Very Good | Very Good | 750 | 97.7 |
August 2000 | Good | Very Good | Very Good | Very Good | - | 98.0 |