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CUPPS CHAPEL-BRODH over LONG BRANCH @BRODHEAD

Map

Coordinates:
+37.41417, -84.41917
37°24'51" N, 84°25'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CUPPS CHAPEL-BRODH over LONG BRANCH @BRODHEAD
Structure number:102C00035N
Location:60 FT. W. JCT. CR 5356
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:36.1 ft. [11.0 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:County Highway Agency [02]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:70 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:102.5 tons [93.2 metric tons]
Inventory rating:61.5 tons [55.9 metric tons]
Sufficiency rating:95.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201795.0FairGoodGoodSatisfactoryFO70
January 201595.0FairGoodGoodSatisfactoryFO70
January 201395.0FairGoodGoodSatisfactoryFO70
January 201195.0GoodGoodGoodGoodFO70
January 200995.0GoodGoodGoodGoodFO70
January 200795.0GoodGoodGoodGoodFO70
January 200595.0GoodGoodGoodGoodFO50

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.216214200
Deck
Prestressed Concrete Top Flangesq. ft.8768274900
Substructure
Reinforced Concrete Abutmentlinear ft.7773400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7270200
Steel Protective Coatingsq. ft.360360000