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SR1128 over BRANCH ROANOKE RIVER

Map

Coordinates:
+36.09063, -77.27941
36°05'26" N, 77°16'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1128 over BRANCH ROANOKE RIVER
Structure number:000000000150147
Old structure number:000000000015147 (from 1992 edition)
Location:3.3 MI.W.JCT.SR1130
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:54.1 ft. [16.5 m]
Total length:56.1 ft. [17.1 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:2000
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:2
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:79.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactoryVery GoodVery Good30079.5
June 2016FairFairGoodSatisfactory30078.4
June 2014FairFairGoodSatisfactory30078.4
June 2012FairFairGoodFair50049.9
June 2010FairSatisfactorySatisfactorySatisfactory50061.5
July 2008FairSatisfactoryFairSatisfactory50049.1
July 2006FairGoodFairGood50045.4
June 2004GoodVery GoodVery GoodVery Good50053.1
August 2002GoodVery GoodVery GoodVery Good50053.1
December 2000GoodVery GoodVery GoodVery Good43054.2
August 1998FairFairFairFair38014.2
September 1996FairFairFairFair8044.1
August 1994PoorFairPoorFair1109.4
August 1992FairFairFairFair11024.3
May 1990FairFairFairFair30026.0