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NC53 over ANGOLA CREEK

Map

Coordinates:
+34.65625, -77.73515
34°39'23" N, 77°44'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC53 over ANGOLA CREEK
Structure number:000000001410037
Old structure number:000000000141037 (from 1992 edition)
Location:2.0 MI W. OF JCT NC50
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:41.0 ft. [12.5 m]
Total length:127.0 ft. [38.7 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Owner:State Highway Agency [01]
Year built:1947
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: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,300 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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: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:59.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairFairFairFair330059.9
October 2016FairFairFairFair330050.8
October 2014FairFairFairFair330050.8
October 2012FairFairFairFair330050.8
October 2010FairFairSatisfactoryGood300063.7
December 2008FairFairSatisfactoryFair280052.9
January 2007PoorSatisfactorySatisfactoryPoor300037.1
February 2005PoorSatisfactorySatisfactoryPoor300037.1
July 2003PoorSatisfactorySatisfactoryPoor330036.1
January 2001PoorSatisfactorySatisfactoryPoor380034.3
May 1999PoorSatisfactorySatisfactoryPoor350035.4
July 1997PoorSatisfactorySatisfactoryPoor350035.4
June 1995PoorSatisfactorySatisfactoryPoor270045.9
May 1993PoorSatisfactorySatisfactoryPoor240042.7
April 1991PoorSatisfactorySatisfactoryPoor240042.7