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:MS 13.5 / HS 15 [3]
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 

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. ratingEvaluationDeckSuper.Sub.ADT
September 201595.8Not deficientGoodGoodGood500
September 201395.8Not deficientGoodGoodGood500
September 201189.3Not deficientGoodGoodGood1000
September 200995.8Not deficientVery GoodVery GoodGood510
October 200789.4Not deficientGoodGoodSatisfactory920
November 200589.4Not deficientGoodGoodSatisfactory920
October 200396.9Not deficientVery GoodVery GoodGood350
February 200296.9Not deficientVery GoodVery GoodGood350
February 200095.8Not deficientVery GoodVery GoodGood500
February 199896.8Not deficientVery GoodVery GoodGood600
May 199696.8Not deficientVery GoodVery GoodGood600
May 199496.8Not deficientVery GoodVery GoodGood550
March 199289.4Not deficientVery GoodVery GoodGood550
April 199090.4Not deficientVery GoodVery GoodGood400