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SR1119 over BEAVERDAM BRANCH

Jones County, North Carolina

Map

Coordinates:
+34.99053, -77.29123
34°59'26" N, 77°17'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1119 over BEAVERDAM BRANCH
Structure number:000000001030026
Old structure number:000000000103026 (from 1992 edition)
Location:1.5 MI W. OF JCT.NC58
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:29.2 ft. [8.9 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:State Highway Agency [01]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Prestressed concrete [5]
Main span design:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,300 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:76.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactorySatisfactorySatisfactory130076.5
November 2016FairSatisfactorySatisfactorySatisfactory110076.6
November 2014FairSatisfactorySatisfactorySatisfactory110076.6
November 2012GoodGoodGoodGood110076.6
November 2010GoodGoodGoodGood110076.3
November 2008FairSatisfactorySatisfactoryGood130076.2
November 2006GoodGoodGoodGood130076.2
November 2004GoodGoodGoodGood130076.2
November 2002GoodGoodGoodGood110076.3
February 2001GoodVery GoodVery GoodGood100076.4
November 1998GoodVery GoodGoodGood130076.2
November 1996GoodVery GoodGoodGood100076.4
December 1994GoodVery GoodGoodGood65078.5
November 1992GoodVery GoodGoodGood65081.6
November 1990GoodVery GoodGoodVery Good90076.2