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NC58 over NAHUNTA SWAMP

Map

Coordinates:
+35.50819, -77.74553
35°30'29" N, 77°44'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC58 over NAHUNTA SWAMP
Structure number:000000000790042
Old structure number:000000000079042 (from 1992 edition)
Location:0.8 MI. N. OF JCT. SR1222
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:121.1 ft. [36.9 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1963
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 [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,600 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:78.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairFairGoodGood360078.6
December 2015FairFairGoodGood350077.3
December 2013FairFairGoodGood350077.3
December 2009FairGoodFairGood380066.9
March 2008FairSatisfactoryGoodGood390078.2
March 2006FairSatisfactoryGoodGood390078.2
November 2003FairSatisfactoryGoodGood360078.3
April 2002FairSatisfactoryGoodSatisfactory380078.2
September 2000PoorSatisfactoryGoodPoor360050.2
July 1998FairSatisfactoryGoodGood370078.3
July 1996FairSatisfactoryGoodGood290078.6
June 1994FairSatisfactoryGoodGood300078.6
September 1992FairSatisfactoryGoodGood290078.6
June 1990FairSatisfactorySatisfactorySatisfactory290078.6