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NC27 over UPPER LITTLE RIVER

Map

Coordinates:
+35.34032, -78.95156
35°20'25" N, 78°57'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC27 over UPPER LITTLE RIVER
Structure number:000000000850056
Old structure number:000000000085056 (from 1992 edition)
Location:0.2 MI E. OF JCT SR1117
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:39.0 ft. [11.9 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1961
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 [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: February 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:4,500 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:43.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017PoorFairPoorSatisfactory450043.2
February 2015PoorFairPoorSatisfactory450043.2
February 2013PoorSatisfactoryPoorGood440044.6
February 2011FairFairFairFair540057.3
February 2009FairSatisfactorySatisfactoryFair600055.2
January 2007FairSatisfactorySatisfactoryFair410057.6
January 2005FairSatisfactorySatisfactoryFair410057.6
January 2003FairFairSatisfactoryFair400056.6
February 2001FairFairSatisfactoryFair370057.0
January 1999FairFairSatisfactoryFair310057.7
January 1997FairFairSatisfactoryFair280058.1
January 1995PoorFairGoodPoor220050.0
January 1993PoorFairGoodPoor180050.4
January 1991PoorFairVery GoodPoor170050.6