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SR1180 over BRITTON CREEK

Map

Coordinates:
+35.32928, -82.47928
35°19'45" N, 82°28'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR1180 over BRITTON CREEK
Structure number:000000000890102
Location:0.12 MI.S.JCT.NC191
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1974
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: April 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:6,400 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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:36.0 tons [32.7 metric tons]
Inventory rating:21.0 tons [19.1 metric tons]
Sufficiency rating:48.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201548.8FairFairFairFairFO6400
April 201348.5FairFairFairFairFO6900
May 201148.6FairFairFairFairFO6800
April 200954.2FairFairSatisfactorySatisfactoryFO6900
May 200753.4FairSatisfactorySatisfactorySatisfactoryFO6900
April 200553.4FairSatisfactorySatisfactorySatisfactoryFO6900
April 200353.6FairSatisfactorySatisfactorySatisfactoryFO6500
July 200153.7FairSatisfactorySatisfactorySatisfactoryFO6300
July 199953.7FairSatisfactorySatisfactorySatisfactoryFO6400
May 199149.4FairSatisfactorySatisfactoryFairFO4500