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

Map

Coordinates:
+36.86833, -85.14833
36°52'06" N, 85°08'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,510 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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]
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairGoodSatisfactoryGood151067.1
September 2015GoodGoodGoodGood151067.1
September 2013GoodGoodGoodGood151067.1
October 2011GoodGoodGoodGood151053.6
September 2008GoodGoodGoodGood151053.6
September 2006GoodGoodGoodGood15105.0
September 2004GoodGoodGoodGood15105.0
September 2002GoodGoodGoodGood15105.0
October 2000GoodGoodGoodGood15105.0
September 2000GoodGoodGoodVery Good13365.0
October 1998GoodGoodGoodGood13365.0
October 1996GoodGoodGoodGood13365.0
September 1994GoodGoodVery GoodVery Good133263.2
October 1992GoodVery GoodGoodVery Good133264.3
October 1990GoodVery GoodGoodVery Good133264.3