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NC137 over COLE CREEK OVERFLOW

Map

Coordinates:
+36.40909, -76.78857
36°24'33" N, 76°47'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC137 over COLE CREEK OVERFLOW
Structure number:000000000730012
Old structure number:000000000073012 (from 1992 edition)
Location:0.3 MI E JCT SR1114
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:46.9 ft. [14.3 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:2014
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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 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:94.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018GoodVery GoodVery GoodVery Good250094.3
January 2016GoodVery GoodVery GoodVery Good250093.8
February 2014GoodVery GoodVery GoodVery Good250093.8
February 2012FairFairFairFair260062.0
February 2010FairFairFairSatisfactory160063.2
January 2008FairFairGoodSatisfactory160071.2
October 2003FairFairGoodSatisfactory160071.2
March 2002FairFairGoodSatisfactory120071.6
February 2000FairFairGoodSatisfactory200070.9
March 1998FairFairGoodSatisfactory180071.1
March 1996FairFairGoodSatisfactory180071.1
July 1994FairFairGoodSatisfactory20083.6
April 1992FairSatisfactoryGoodSatisfactory137071.2
March 1990GoodGoodGoodGood110071.5