COUNTY ROUTE 5 over CHEAT RIVER
Map
Coordinates:
+39.16508, -79.7072939°09'54" N, 79°42'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 5 over CHEAT RIVER |
Structure number: | 00000000047A005 |
Location: | 0.08 MI. N. WV 72 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 175.9 ft. [53.6 m] |
Total length: | 464.3 ft. [141.5 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1985 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 941 [as of 2017] |
Truck traffic: | 4% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 88.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Good | Satisfactory | 941 | 88.3 |
September 2016 | Fair | Satisfactory | Good | Satisfactory | 928 | 88.4 |
September 2014 | Fair | Satisfactory | Good | Satisfactory | 750 | 95.5 |
August 2012 | Fair | Satisfactory | Good | Satisfactory | 950 | 88.3 |
August 2010 | Fair | Satisfactory | Good | Satisfactory | 950 | 88.3 |
August 2008 | Fair | Satisfactory | Good | Satisfactory | 650 | 95.6 |
August 2006 | Fair | Satisfactory | Good | Satisfactory | 800 | 88.4 |
August 2004 | Fair | Satisfactory | Good | Satisfactory | 800 | 88.4 |
August 2002 | Fair | Satisfactory | Good | Satisfactory | 850 | 88.4 |
August 2000 | Fair | Satisfactory | Good | Satisfactory | 800 | 88.4 |
August 1998 | Fair | Satisfactory | Good | Satisfactory | 800 | 88.4 |
August 1996 | Good | Good | Good | Good | 900 | 88.4 |
August 1994 | Good | Good | Good | Good | 800 | 88.9 |
September 1992 | Good | Good | Good | Good | 800 | 85.8 |
September 1990 | Fair | Satisfactory | Good | Very Good | 700 | 87.7 |