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US25 BUS. over MUD CREEK

Map

Coordinates:
+35.30848, -82.45879
35°18'31" N, 82°27'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US25 BUS. over MUD CREEK
Structure number:000000000890143
Location:.05 MI.N.JCT.US176
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:43.0 ft. [13.1 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:59.4 ft. [18.1 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1941
Year reconstructed:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,000 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:40.9 tons [37.2 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:52.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201552.0FairSatisfactoryFairSatisfactoryFO21000
June 201349.3FairFairFairFairFO21000
June 201151.2FairFairFairFairFO11000
June 200951.9FairSatisfactoryFairSatisfactoryFO11000
June 200747.6FairSatisfactoryFairSatisfactoryFO25000
June 200547.6FairSatisfactoryFairSatisfactoryFO25000
May 200347.6FairSatisfactoryFairSatisfactoryFO25000
August 200160.0FairSatisfactorySatisfactorySatisfactoryFO26000
August 199960.1FairSatisfactorySatisfactorySatisfactoryFO25000
September 199167.9FairSatisfactorySatisfactorySatisfactoryFO24000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.352350020
Steel Protective Coatingsq. ft.2,7442,742200
Reinforced Concrete Girder/Beamlinear ft.528528000
Deck
Reinforced Concrete Decksq. ft.5,1955,1831200
Substructure
Reinforced Concrete Columneach11000
Reinforced Concrete Abutmentlinear ft.170170000
Reinforced Concrete Pier Caplinear ft.6464000
Joints
Pourable Jointlinear ft.8484000
Bearings
Fixed Bearingeach88000
Steel Protective Coatingsq. ft.88000
Other Bearingeach88000
Steel Protective Coatingsq. ft.88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8888000
Other Material Bridge Raillinear ft.8888000
Coatings
Wearing Surfacessq. ft.4,2034,1515200