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ROUTE 0631 over POUND RIVER

Map

Coordinates:
+37.18623, -82.46160
37°11'10" N, 82°27'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 0631 over POUND RIVER
Structure number:000000000005860
Location:0.00 FR. 754; 1.00 TO 690
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:59.1 ft. [18.0 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,246 [as of 2014]
Truck traffic:1% of total traffic
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:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:74.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$188,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairFairFair124674.5
May 2016FairFairFairFair124674.5
May 2014FairSatisfactoryFairSatisfactory124275.5
May 2012FairSatisfactoryFairSatisfactory124275.5
May 2010FairSatisfactoryFairSatisfactory124275.5
April 2008FairSatisfactoryFairSatisfactory124275.5
April 2006FairSatisfactoryFairSatisfactory122275.5
April 2004FairSatisfactoryFairSatisfactory122675.5
May 2003PoorPoorPoorSatisfactory136452.6
May 2002PoorPoorPoorSatisfactory137452.6
April 2001PoorPoorFairSatisfactory137469.2
May 2000PoorPoorFairSatisfactory143669.2
April 1999PoorPoorFairSatisfactory143669.2
June 1998PoorPoorFairSatisfactory118569.5
April 1996FairFairGoodGood118577.7
May 1994FairFairGoodGood149077.6
April 1992GoodGoodGoodGood104979.1