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NC35 over POTECASI CREEK

Northampton County, North Carolina

Map

Coordinates:
+36.37559, -77.23592
36°22'32" N, 77°14'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC35 over POTECASI CREEK
Structure number:000000001310075
Old structure number:000000000131075 (from 1992 edition)
Location:0.5MI.N.JCT.SR1501
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:20.0 ft. [6.1 m]
Total length:153.9 ft. [46.9 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Owner:State Highway Agency [01]
Year built:1967
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:7
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:78.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairFairFairFair150078.5
March 2015FairFairFairFair150078.5
March 2013FairFairFairFair170078.3
March 2011FairFairFairFair170078.1
March 2009FairSatisfactorySatisfactoryGood160090.4
March 2007FairFairFairSatisfactory240073.8
January 2005FairSatisfactorySatisfactorySatisfactory210086.5
January 2003FairSatisfactorySatisfactorySatisfactory200087.7
February 2001FairSatisfactorySatisfactorySatisfactory180087.8
March 1999FairSatisfactorySatisfactorySatisfactory180087.8
February 1997FairSatisfactorySatisfactorySatisfactory190087.7
January 1995FairSatisfactorySatisfactorySatisfactory150085.5
January 1993FairSatisfactorySatisfactorySatisfactory190085.1
February 1991FairSatisfactorySatisfactorySatisfactory190085.1