Share:

US25 BUS. over MUD CREEK

Map

Coordinates:
+35.30848, -82.45879
35°18'31" N, 82°27'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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