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NC186 over CYPRESS CREEK

Map

Coordinates:
+36.53600, -77.33789
36°32'10" N, 77°20'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC186 over CYPRESS CREEK
Structure number:000000001310054
Old structure number:000000000131054 (from 1992 edition)
Location:0.7 MI E JCT SR1367
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:119.1 ft. [36.3 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1993
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:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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: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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:83.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairGoodGoodFair110083.9
February 2015FairGoodGoodFair110083.9
February 2013FairGoodGoodFair130081.9
February 2011FairGoodGoodFair150081.5
February 2009FairFairSatisfactorySatisfactory160091.7
March 2007FairFairSatisfactorySatisfactory150091.8
February 2005GoodGoodGoodGood230090.5
April 2003GoodGoodGoodGood230090.5
February 2001GoodGoodGoodGood170092.5
February 1999GoodGoodGoodGood170092.5
March 1997GoodGoodGoodGood140093.0
January 1995GoodVery GoodVery GoodVery Good160092.7
April 1993GoodVery GoodVery GoodVery Good160092.7
October 1992GoodVery GoodVery GoodVery Good150077.7
February 1991FairFairSatisfactoryFair15007.6