+35.92083, -84.07639
35°55'15" N, 84°04'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I40 over TEN MILE CREEK
Structure number:47I00400015
Location:2 M S OF SOU RR
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:33.1 ft. [10.1 m]
Total length:99.1 ft. [30.2 m]
Roadway width between curbs:165.4 ft. [50.4 m]
Deck width edge-to-edge:168.0 ft. [51.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:1985
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:170,470 [as of 2014]
Truck traffic:18% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 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:Superior to present desirable criteria [9]
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:68.3 tons [62.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:72.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,145,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201472.0Not deficientFairGoodFair170470
November 201272.0Not deficientFairGoodFair170480
November 201072.0Not deficientFairGoodFair164330
December 200872.0Not deficientFairGoodFair166050
October 200673.0Not deficientFairGoodFair150230
January 200573.0Not deficientFairGoodFair146380
November 200273.0Not deficientFairGoodFair144110
November 200085.0Not deficientGoodGoodGood137330
October 199885.0Not deficientGoodGoodGood140200
October 199685.0Not deficientGoodGoodGood138500
November 199485.0Not deficientGoodGoodGood79020
October 199285.0Not deficientGoodGoodGood92500
October 199085.0Not deficientGoodGoodGood92500