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NC37 over BUCKLAND MILL BRANCH

Map

Coordinates:
+36.47672, -76.76308
36°28'36" N, 76°45'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC37 over BUCKLAND MILL BRANCH
Structure number:000000000730029
Old structure number:000000000073029 (from 1992 edition)
Location:2.7MI.N. OF JCT.US158 BYP
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:22.0 ft. [6.7 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Owner:State Highway Agency [01]
Year built:1955
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:2,300 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:15.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorFairPoorFair230015.4
January 2016PoorFairPoorFair210017.9
January 2014PoorFairPoorFair210017.9
January 2012FairFairFairFair180065.8
January 2010FairFairFairSatisfactory280060.1
January 2008FairFairFairSatisfactory240063.2
February 2006FairFairSatisfactoryFair200064.3
November 2003FairFairSatisfactoryFair210062.2
February 2002FairFairSatisfactoryFair230062.0
February 2000FairFairSatisfactoryFair190064.3
March 1998FairFairSatisfactoryFair170064.4
March 1996FairFairSatisfactoryFair170064.4
July 1994FairFairSatisfactoryFair170060.9
April 1992FairFairGoodFair150063.7
March 1990FairFairSatisfactorySatisfactory150074.9