+35.18011, -83.91992
35°10'48" N, 83°55'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1428 over HYATT CREEK
Structure number:000000000390249
Location:.1 MI.SW.JCT.SR1429
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:53.2 ft. [16.2 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1923
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,100 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:30.9 tons [28.1 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Sufficiency rating:48.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201648.1FairFairFairGoodFO1100
July 201447.9FairFairFairGoodFO1400
July 201246.1FairFairFairGoodFO1400
July 201054.1FairSatisfactorySatisfactoryGoodFO1500
July 200854.1FairSatisfactorySatisfactoryGoodFO1500
July 200654.1FairSatisfactorySatisfactoryGoodFO1400
June 200454.0FairSatisfactorySatisfactoryGoodFO1600
July 200254.2FairSatisfactorySatisfactoryGoodFO1200
July 200063.5FairSatisfactorySatisfactoryGoodFO1300
July 199863.3FairSatisfactorySatisfactoryGoodFO1800
March 199149.0FairSatisfactorySatisfactoryVery GoodSD6600