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US74 WBL over BROWN CREEK

Map

Coordinates:
+34.99989, -80.18592
34°59'60" N, 80°11'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US74 WBL over BROWN CREEK
Structure number:000000000070033
Old structure number:000000000007033 (from 1992 edition)
Location:1.0 MI.E.JCT.NC218
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:57.1 ft. [17.4 m]
Total length:659.2 ft. [200.9 m]
Roadway width between curbs:35.8 ft. [10.9 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Owner:State Highway Agency [01]
Year built:2007
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:14
Main spans material:Prestressed concrete [5]
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: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,500 [as of 2015]
Truck traffic:14% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:96.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodGoodGoodGood750096.3
September 2015GoodGoodGoodGood750095.3
September 2013GoodGoodGoodGood750095.3
September 2011GoodGoodGoodGood800096.2
September 2009GoodVery GoodVery GoodVery Good725096.3
October 2007GoodExcellentExcellentExcellent800096.2
August 2005PoorPoorPoorPoor750029.9
June 2003PoorFairPoorPoor775032.0
June 2001PoorFairPoorPoor775032.0
April 1999PoorFairPoorPoor692541.7
March 1997PoorFairPoorPoor750041.5
April 1995PoorFairPoorPoor512542.4
April 1993PoorFairPoorPoor565033.2
May 1991PoorFairPoorPoor507533.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,2903,289100
Deck
Reinforced Concrete Decksq. ft.25,70423,0622,64200
Substructure
Reinforced Concrete Columneach1010000
Reinforced Concrete Abutmentlinear ft.124120040
Steel Pileeach7474000
Steel Protective Coatingsq. ft.1,6801,680000
Reinforced Concrete Pier Caplinear ft.571571000
Concrete Protective Coatingsq. ft.408408000
Joints
Pourable Jointlinear ft.108753300
Compression Jointlinear ft.723213243
Open Jointlinear ft.3630600
Bearings
Elastomeric Bearingeach140139100
Steel Protective Coatingsq. ft.140139010
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,3201,20911100