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I-26,US74 WBL over CANE CREEK

Map

Coordinates:
+35.41739, -82.52363
35°25'03" N, 82°31'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-26,US74 WBL over CANE CREEK
Structure number:000000000890233
Location:1.6 MI.N.JCT.US25
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:65.0 ft. [19.8 m]
Total length:198.2 ft. [60.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:2013
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: March 2009

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:27,500 [as of 2007]
Truck traffic:23% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:79.2 tons [72.0 metric tons]
Inventory rating:47.5 tons [43.2 metric tons]
Sufficiency rating:71.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,175,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 200971.6FairFairSatisfactoryGoodFO27500
June 199973.1FairFairGoodGoodFO23500
August 199163.9FairSatisfactoryGoodGoodFO16550

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.776776000
Steel Protective Coatingsq. ft.7,6047,604000
Deck
Reinforced Concrete Decksq. ft.6,6276,6091800
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.6464000
Reinforced Concrete Pier Caplinear ft.108108000
Joints
Compression Jointlinear ft.66521400
Bearings
Movable Bearingeach1212000
Steel Protective Coatingsq. ft.88000
Fixed Bearingeach1212000
Steel Protective Coatingsq. ft.1616000
Bridge Rail
Other Material Bridge Raillinear ft.400400000
Steel Protective Coatingsq. ft.400400000