+36.78030, -84.17008
36°46'49" N, 84°10'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:118B00045R
Old structure number:118*0075*B0045P (from 1992 edition)
Location:1 MI S OF S-NTRCH US 25W
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:200.1 ft. [61.0 m]
Total length:673.9 ft. [205.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1965
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:5
Main spans material:Steel continuous [4]
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: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,428 [as of 2014]
Truck traffic:21% 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:65.7 tons [59.7 metric tons]
Inventory rating:39.4 tons [35.8 metric tons]
Sufficiency rating:67.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,989,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201667.7FairFairFairFair-18428
September 201567.7FairFairFairFair-18428
June 201467.9FairFairFairFair-15797
September 201367.9FairFairFairFair-15496
January 201258.7FairGoodFairSatisfactory-16050
November 200965.8FairGoodFairSatisfactory-14900
October 200764.0FairGoodFairSatisfactory-27700
January 200449.0FairFairFairSatisfactory-27560
March 200264.2FairSatisfactoryFairFair-33953
March 200063.1FairFairFairFair-33953
April 199863.1FairFairFairFair-33953
September 199664.1FairFairFairSatisfactory-26618
December 199479.0FairSatisfactorySatisfactoryGood-10565
June 199279.0FairSatisfactorySatisfactoryGood-10565
August 199079.0FairSatisfactorySatisfactoryGood-10565