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NC37 over PERQUIMANS RIVER

Map

Coordinates:
+36.26841, -76.54522
36°16'06" N, 76°32'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC37 over PERQUIMANS RIVER
Structure number:000000001430015
Old structure number:000000000143015 (from 1992 edition)
Location:0.2 MI. S. JCT. SR1111
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:21.0 ft. [6.4 m]
Total length:107.9 ft. [32.9 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:5
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: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:970 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:24.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactoryFairFair97024.8
December 2015FairSatisfactoryFairFair87025.2
December 2013FairSatisfactoryFairFair87025.2
December 2011FairFairFairFair90023.8
December 2009FairSatisfactoryFairFair100066.5
November 2007FairFairSatisfactorySatisfactory110074.3
November 2005FairFairSatisfactorySatisfactory110074.3
October 2003FairFairSatisfactorySatisfactory100075.4
October 2001FairFairSatisfactorySatisfactory100075.4
February 2000FairFairSatisfactorySatisfactory100075.4
February 1998FairFairSatisfactorySatisfactory180071.0
January 1996FairFairSatisfactoryFair100064.6
February 1994FairFairSatisfactoryFair150060.0
January 1992FairFairSatisfactoryFair150060.0