SR1764 over MUD CREEK


+35.31212, -82.45620
35°18'44" N, 82°27'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR1764 over MUD CREEK
Structure number:000000000890205
Location:0.1 MI.E.JCT.US25N
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:59.1 ft. [18.0 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,400 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:69.9 tons [63.5 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:77.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201577.5GoodVery GoodVery GoodVery Good-8400
June 201377.5GoodVery GoodVery GoodVery Good-8400
June 201177.8GoodGoodGoodGood-6600
June 20098.5PoorFairSatisfactoryPoorSD6300
June 20078.5PoorFairSatisfactoryPoorSD6300
June 200575.8FairFairSatisfactorySatisfactoryFO6300
May 200373.5PoorPoorSatisfactorySatisfactorySD7700
August 200175.6FairFairGoodSatisfactoryFO7600
August 199975.9FairFairGoodSatisfactoryFO6000
May 199169.8FairSatisfactoryGoodGoodFO6300