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SR1217 over CR OFF KITTY HAWK BAY

Map

Coordinates:
+36.00927, -75.69995
36°00'33" N, 75°41'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1217 over CR OFF KITTY HAWK BAY
Structure number:000000000550005
Old structure number:000000000055005 (from 1992 edition)
Location:0.3 MI E. OF JCT SR1219
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.9 ft. [13.7 m]
Total length:165.0 ft. [50.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Owner:State Highway Agency [01]
Year built:1994
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,000 [as of 2013]
Truck traffic:6% 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: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:67.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairGoodGoodFair1200067.0
August 2014GoodGoodGoodGood1000071.0
August 2012GoodGoodGoodGood1000071.0
August 2010GoodGoodGoodGood1200071.0
August 2008FairSatisfactorySatisfactoryGood720071.0
September 2006GoodGoodGoodGood720071.0
April 2004GoodGoodGoodGood720071.0
June 2002GoodGoodGoodGood580071.0
June 2000GoodGoodGoodGood580071.0
July 1998GoodGoodGoodGood770071.0
June 1996GoodGoodGoodGood70088.5
November 1994GoodVery GoodVery GoodVery Good70089.8
July 1992PoorFairFairPoor70022.9
August 1991PoorPoorSatisfactoryPoor70026.3