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N. MAIN ST over MILL RACE

Map

Coordinates:
+37.79167, -79.43000
37°47'30" N, 79°25'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N. MAIN ST over MILL RACE
Structure number:000000000020477
Location:0008DEAD END 001211 S
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.0 ft. [7.0 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1930
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:250 [as of 2011]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Operating rating:38.0 tons [34.5 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Sufficiency rating:70.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$35,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201670.0FairFairFairFair-250
March 201570.0FairFairFairFair-250
March 201470.0FairFairFairFair-250
March 201370.0FairFairFairFair-250
April 201276.3FairFairFairFair-250
March 201176.3FairFairFairFair-250
March 201046.0FairFairFairFairFO4000
March 200946.0FairFairFairFairFO4000
March 200846.0FairFairFairFairFO4000
March 200746.0FairFairFairFairFO4000
March 200646.0FairFairFairFairFO4000
March 200546.0FairFairFairFairFO4000
April 200446.0FairFairFairFairFO4000
April 200346.0FairFairFairFairFO4000
June 200246.0FairFairFairFairFO4000
June 200146.0FairFairFairFairFO4000
August 200046.0FairFairFairFairFO4000
June 199947.0FairGoodFairVery GoodFO4000
June 199858.0GoodGoodGoodVery GoodFO4000
June 199758.0GoodGoodGoodVery GoodFO4000
June 199658.0GoodGoodGoodVery GoodFO4000
June 199558.0GoodGoodGoodVery GoodFO4000
May 199458.0GoodGoodGoodVery GoodFO4000
June 199358.0GoodGoodGoodVery GoodFO4000
June 199158.0GoodGoodGoodVery GoodFO4000