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US 127-US00127-0 over CUMB RIVER-WOLFCREEK DAM

Map 

Coordinates:
+36.86803, -85.14888
36°52'05" N, 85°08'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 127-US00127-0 over CUMB RIVER-WOLFCREEK DAM
Structure number:104*0127*S0001
Location:1OMI SW OF JAMESTOWN,KY.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:51.5 ft. [15.7 m]
Total length:600.1 ft. [182.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:Corps of Engineers (Civil) [70]
Year built:1951
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:10
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:1,510 [as of 2001]
Truck traffic:7% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Operating rating:46.0 tons [41.8 metric tons]
Inventory rating:35.3 tons [32.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$10,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201567.1Functionally obsoleteGoodGoodGood1510
September 201367.1Functionally obsoleteGoodGoodGood1510
October 201153.6Functionally obsoleteGoodGoodGood1510
September 200853.6Functionally obsoleteGoodGoodGood1510
September 20065.0Functionally obsoleteGoodGoodGood1510
September 20045.0Functionally obsoleteGoodGoodGood1510
September 20025.0Functionally obsoleteGoodGoodGood1510
October 20005.0Functionally obsoleteGoodGoodGood1510
September 20005.0Functionally obsoleteGoodGoodVery Good1336
October 19985.0Functionally obsoleteGoodGoodGood1336
October 19965.0Functionally obsoleteGoodGoodGood1336
September 199463.2Not deficientGoodVery GoodVery Good1332
October 199264.3Not deficientVery GoodGoodVery Good1332
October 199064.3Not deficientVery GoodGoodVery Good1332