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MAIN AVENUE SW over BENGES BRANCH

Map

Coordinates:
+36.92833, -82.64667
36°55'42" N, 82°38'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAIN AVENUE SW over BENGES BRANCH
Structure number:000000000022441
Location:0.65 MI FROM RT 58A
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:23.0 ft. [7.0 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1932
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:2,431 [as of 1990]
Truck traffic:6% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Operating rating:25.0 tons [22.7 metric tons]
Inventory rating:11.0 tons [10.0 metric tons]
Sufficiency rating:14.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$75,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201614.2PoorPoorPoorSatisfactorySD2431
March 201514.2PoorPoorPoorSatisfactorySD2431
March 201414.2PoorPoorPoorSatisfactorySD2431
March 201314.2PoorPoorPoorSatisfactorySD2431
March 201247.5PoorPoorPoorSatisfactorySD2431
March 201147.5PoorPoorPoorSatisfactorySD2431
March 201047.3PoorPoorPoorSatisfactorySD2431
March 200947.3PoorPoorPoorSatisfactorySD2431
March 200847.3PoorPoorPoorSatisfactorySD2431
March 200747.3PoorPoorPoorSatisfactorySD2431
June 200647.3PoorPoorPoorSatisfactorySD2431
May 200547.3PoorPoorPoorSatisfactorySD2431
March 200447.3PoorPoorPoorSatisfactorySD2431
April 200347.3PoorPoorPoorSatisfactorySD2431
March 200247.3PoorPoorPoorSatisfactorySD2431
May 200074.6FairSatisfactorySatisfactoryGoodFO2431
April 199874.6FairSatisfactorySatisfactoryGoodFO2431
April 199674.6FairSatisfactorySatisfactoryGoodFO2431
April 199474.6FairSatisfactorySatisfactoryGoodFO2431
March 199274.6FairSatisfactorySatisfactoryGoodFO2431
January 199174.6FairSatisfactorySatisfactoryVery GoodFO2431