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US158 EBL over CURRITUCK SOUND

Map

Coordinates:
+36.08944, -75.75583
36°05'22" N, 75°45'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US158 EBL over CURRITUCK SOUND
Structure number:000000000530016
Location:.01 MI.E.JCT.SR1187
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:59.1 ft. [18.0 m]
Total length:14867.9 ft. [4531.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance below bridge:35.1 ft. [10.7 m]
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:12,500 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:77.9 tons [70.8 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:37.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201637.9PoorFairPoorPoorSD12500
September 201437.9PoorFairPoorPoorSD12500
September 20126.0PoorFairPoorPoorSD8000
September 201038.0PoorFairPoorPoorSD8000
November 200838.0PoorFairFairPoorSD9000
December 200638.0PoorFairFairPoorSD8500
October 200449.0FairFairFairFair-8500
November 200249.0FairFairFairFairFO10500
May 200151.0FairFairFairFair-16000
November 199851.0FairFairFairFair-12500
June 199147.7PoorPoorFairSatisfactorySD10000