SR1133 over HALL CREEK


+35.66149, -81.82242
35°39'41" N, 81°49'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR1133 over HALL CREEK
Structure number:000000000230317
Old structure number:000000000023317 (from 1992 edition)
Location:1.1 MI.E.JCT.SR1124
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:29.9 ft. [9.1 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1979
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: September 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2011]
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 assessed or calculated scour condition. [5]
Operating rating:77.9 tons [70.8 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:95.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201595.8GoodGoodGoodGood-500
September 201395.8GoodGoodGoodGood-500
September 201189.3GoodGoodGoodGood-1000
September 200995.8GoodVery GoodVery GoodGood-510
October 200789.4FairGoodGoodSatisfactory-920
November 200589.4FairGoodGoodSatisfactory-920
October 200396.9GoodVery GoodVery GoodGood-350
February 200296.9GoodVery GoodVery GoodGood-350
February 200095.8GoodVery GoodVery GoodGood-500
February 199896.8GoodVery GoodVery GoodGood-600
May 199696.8GoodVery GoodVery GoodGood-600
May 199496.8GoodVery GoodVery GoodGood-550
March 199289.4GoodVery GoodVery GoodGood-550
April 199090.4GoodVery GoodVery GoodGood-400