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US 25W over CUMBERLAND RIVER

Map

Coordinates:
+36.72871, -84.15893
36°43'43" N, 84°09'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 25W over CUMBERLAND RIVER
Structure number:118B00044N
Location:.20 MI NE OF S-JCT KY 92
Purpose:Carries highway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:240.2 ft. [73.2 m]
Total length:529.9 ft. [161.5 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:7
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,790 [as of 2014]
Truck traffic:8% 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:64.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,053,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201664.4FairFairFairFairFO10790
April 201464.4FairFairFairFairFO10952
April 201264.5FairFairSatisfactoryFairFO10100
April 201076.6FairFairSatisfactorySatisfactoryFO11500
April 200877.7FairSatisfactorySatisfactoryGoodFO10900
March 200677.4GoodGoodGoodGoodFO13300
March 200476.5FairGoodSatisfactorySatisfactoryFO12556

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Pier Walllinear ft.9696000
Reinforced Concrete Pile Cap/Footinglinear ft.6006000