COUNTY ROUTE 1 over BROWNS CREEK
Map
Coordinates:
+38.01826, -80.6559938°01'06" N, 80°39'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 1 over BROWNS CREEK |
Structure number: | 00000000013A001 |
Location: | 2.40 Miles N. of CR 1/2 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 33.5 ft. [10.2 m] |
Total length: | 36.7 ft. [11.2 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1936 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,525 [as of 2016] |
Truck traffic: | 10% 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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 56.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $554,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Poor | Poor | Fair | Fair | 2525 | 56.2 |
May 2016 | Fair | Fair | Fair | Fair | 2300 | 59.2 |
May 2014 | Fair | Fair | Fair | Fair | 2300 | 59.2 |
May 2012 | Fair | Fair | Fair | Fair | 450 | 64.7 |
April 2011 | Fair | Fair | Fair | Fair | 450 | 64.7 |
April 2010 | Fair | Fair | Fair | Fair | 450 | 64.7 |
April 2009 | Fair | Fair | Fair | Fair | 450 | 64.7 |
April 2008 | Fair | Fair | Fair | Fair | 450 | 64.7 |
April 2007 | Fair | Fair | Fair | Fair | 450 | 64.7 |
April 2006 | Fair | Fair | Fair | Fair | 500 | 64.5 |
April 2005 | Fair | Fair | Fair | Fair | 200 | 68.9 |
April 2004 | Fair | Fair | Fair | Fair | 450 | 64.7 |
April 2002 | Fair | Fair | Fair | Fair | 450 | 64.7 |
April 2000 | Fair | Satisfactory | Fair | Fair | 500 | 65.5 |
April 1998 | Fair | Satisfactory | Fair | Fair | 500 | 65.5 |
May 1996 | Fair | Satisfactory | Fair | Satisfactory | 700 | 65.0 |
May 1994 | Fair | Satisfactory | Fair | Satisfactory | 900 | 64.4 |
May 1992 | Fair | Fair | Fair | Satisfactory | 900 | 63.3 |
May 1990 | Fair | Fair | Fair | Satisfactory | 8508 | 51.0 |