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SR1538 over HALL CREEK

Map 

Coordinates:
+36.24248, -80.52689
36°14'33" N, 80°31'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1538 over HALL CREEK
Structure number:000000001970099
Location:.3 MI.E.JCT.SR1603
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:112.9 ft. [34.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
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]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:64.9 tons [59.0 metric tons]
Sufficiency rating:89.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201589.4GoodGoodGoodGood-1100
April 201394.4GoodGoodGoodGood-1300
April 201194.2GoodGoodGoodGood-1500
May 200955.9FairGoodSatisfactorySatisfactory-340
September 200747.4FairGoodGoodSatisfactory-1300
June 200547.2FairVery GoodGoodSatisfactory-1400
June 200321.5PoorVery GoodGoodPoorSD1300
June 200148.7FairVery GoodGoodFair-400
September 199948.7FairVery GoodGoodFair-400
April 199156.2FairSatisfactoryGoodSatisfactory-300