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US13 NC42 over AHOSKIE CREEK OVERFLOW

Map

Coordinates:
+36.24624, -76.94810
36°14'46" N, 76°56'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US13 NC42 over AHOSKIE CREEK OVERFLOW
Structure number:000000000910025
Old structure number:000000000091025 (from 1992 edition)
Location:0.2 MI.N. OF SR1420
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:54.1 ft. [16.5 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:11°
Owner:State Highway Agency [01]
Year built:2011
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,100 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:95.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodVery GoodGood610095.1
October 2015GoodVery GoodVery GoodVery Good610090.7
October 2013GoodVery GoodVery GoodVery Good610090.7
October 2011GoodGoodGoodGood650090.4
October 2009PoorFairFairSerious77006.0
November 2007PoorFairPoorPoor790029.2
August 2005PoorPoorFairSerious73004.0
October 2003PoorPoorFairFair71002.0
September 2001PoorPoorFairSerious70004.0
January 2000PoorPoorFairFair69004.0
December 1997PoorPoorFairFair610047.6
November 1995PoorPoorFairFair610047.6
February 1994PoorPoorFairFair590047.9
November 1991FairFairFairFair570047.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,3201,320000
Deck
Prestressed Concrete Top Flangesq. ft.3,9603,960000
Wearing Surfacessq. ft.3,6923,51717500
Substructure
Reinforced Concrete Abutmentlinear ft.108106020
Steel Pileeach2121000
Reinforced Concrete Pier Caplinear ft.126124200
Joints
Pourable Jointlinear ft.3434000
Compression Jointlinear ft.6767000
Bearings
Elastomeric Bearingeach4848000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.228220350