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SR1378 over HYATT CREEK

Map

Coordinates:
+35.19028, -83.92085
35°11'25" N, 83°55'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1378 over HYATT CREEK
Structure number:000000000390157
Location:25 FT.N.JCT.SR1379
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:200 [as of 2000]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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 corrrective action [3]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:52.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201652.1FairGoodFairFairFO200
July 201452.1FairGoodFairFairFO200
July 201250.8FairGoodFairFairFO200
July 201061.4FairGoodSatisfactorySatisfactoryFO200
July 200850.9FairGoodSatisfactorySatisfactoryFO200
July 200649.1FairVery GoodSatisfactorySatisfactoryFO200
June 200449.1FairExcellentSatisfactorySatisfactoryFO200
July 200248.7FairFairSatisfactorySatisfactoryFO160
July 200048.7FairFairSatisfactorySatisfactoryFO160
June 199849.4FairGoodSatisfactorySatisfactoryFO180
March 199157.6FairVery GoodGoodSatisfactoryFO200