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COAL CAMP ROAD over LITTLE CANE CREEK

Map

Coordinates:
+36.68917, -84.14028
36°41'21" N, 84°08'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:COAL CAMP ROAD over LITTLE CANE CREEK
Structure number:118C00063N
Location:.2 MI- S JCT US 25W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:47.9 ft. [14.6 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:13.8 ft. [4.2 m]
Deck width edge-to-edge:15.1 ft. [4.6 m]
Owner:County Highway Agency [02]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2006]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.0 tons [53.6 metric tons]
Inventory rating:35.4 tons [32.2 metric tons]
Sufficiency rating:82.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201682.0FairSatisfactoryGoodGood-50
November 201482.0FairSatisfactoryGoodGood-50
November 201282.0FairSatisfactoryGoodGood-50
November 201082.0GoodGoodGoodGood-50
November 200882.0GoodGoodGoodGood-50
December 200684.2GoodGoodGoodGood-50
September 200484.2GoodGoodVery GoodVery Good-50