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SR1006 over BRANCH OF LOVES CREEK

Map 

Coordinates:
+35.72469, -79.46536
35°43'29" N, 79°27'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1006 over BRANCH OF LOVES CREEK
Structure number:000000000370424
Location:0.4 MI. S. JCT. SR2113
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:21.0 ft. [6.4 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:31.8 ft. [9.7 m]
Deck width edge-to-edge:46.3 ft. [14.1 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:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:5,900 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:38.9 tons [35.4 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Sufficiency rating:67.1

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201567.1FairFairGoodFairFO5900
August 201380.5FairSatisfactorySatisfactorySatisfactory-4800
August 201162.9FairFairFairFairFO5600
August 200970.1FairSatisfactorySatisfactoryFair-1900
August 200774.7FairSatisfactorySatisfactoryFairFO6700
September 200577.3FairSatisfactorySatisfactoryFairFO8500
September 200388.7FairSatisfactoryGoodSatisfactoryFO7200
October 200183.8FairSatisfactoryGoodSatisfactoryFO5900
October 199984.9FairSatisfactoryGoodSatisfactoryFO5500
November 199183.2FairSatisfactoryVery GoodSatisfactoryFO6100