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I40 WBL over CEDAR CREEK

Map

Coordinates:
+35.96288, -80.52290
35°57'46" N, 80°31'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I40 WBL over CEDAR CREEK
Structure number:000000000590075
Location:0.6 MI. W. JCT. SR1436
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:38.1 ft. [11.6 m]
Total length:121.1 ft. [36.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1968
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: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: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,500 [as of 2015]
Truck traffic:23% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
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:96.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairGoodSatisfactoryGood1950096.2
December 2016GoodGoodGoodGood1850096.3
December 2014GoodGoodGoodGood1850096.3
December 2012GoodGoodGoodGood1750096.4
December 2010GoodGoodGoodVery Good1700095.4
December 2008GoodGoodGoodVery Good1800095.3
December 2006GoodGoodGoodVery Good1750095.4
December 2004GoodGoodGoodVery Good1550095.6
December 2002GoodGoodGoodVery Good1550095.6
January 2001GoodGoodGoodVery Good1575095.5
April 1999GoodGoodGoodVery Good1535096.6
January 1991FairSatisfactoryVery GoodVery Good1040096.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.7207015140
Deck
Reinforced Concrete Decksq. ft.5,0761,8453,23100
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.114057570
Reinforced Concrete Pier Caplinear ft.178977920
Joints
Pourable Jointlinear ft.1328414340
Bearings
Movable Bearingeach1818000
Steel Protective Coatingsq. ft.3636000
Fixed Bearingeach1818000
Steel Protective Coatingsq. ft.3636000
Bridge Rail
Other Material Bridge Raillinear ft.24414410000