+46.84789, -96.78064
46°50'52" N, 96°46'50" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 94 WB over RED RIVER;STR
Structure number:9066
Location:0.6 MI W OF JCT TH 75
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:121.1 ft. [36.9 m]
Total length:1299.3 ft. [396.0 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:58.4 ft. [17.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:31,000 [as of 2004]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:93.0
Estimated cost of work:$999,999,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactorySatisfactory3100093.0
September 2015FairSatisfactoryFairSatisfactory3100081.6
September 2013FairSatisfactoryFairSatisfactory3100081.6
September 2011FairSatisfactoryGoodGood3100091.0
September 2009FairSatisfactoryGoodGood3100091.0
August 2007FairSatisfactoryGoodGood3100091.0
October 2005GoodVery GoodVery GoodVery Good3100091.0
October 2003GoodVery GoodVery GoodVery Good2740091.3
October 2001GoodVery GoodVery GoodVery Good2300091.7
August 1999GoodVery GoodVery GoodVery Good2120091.9
October 1998GoodVery GoodVery GoodVery Good2300091.7
October 1997GoodExcellentExcellentVery Good2300092.9
October 1995GoodExcellentExcellentVery Good2000092.4
September 1994GoodExcellentExcellentVery Good1775092.6
November 1993GoodExcellentExcellentVery Good1775094.6
November 1992GoodExcellentVery GoodVery Good1700094.7
September 1991FairGoodSatisfactoryGood170005.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.7,7947,68011400
Steel Protective Coatingsq. ft.125,00020,83389,79212,5001,875
Reinforced Concrete Decksq. ft.75,99775,573393310
Wearing Surfacessq. ft.72,75336,11636,63700
Steel Columneach9090000
Steel Protective Coatingsq. ft.7,77602,5922,5922,592
Reinforced Concrete Pier Walllinear ft.704010200
Reinforced Concrete Abutmentlinear ft.1471341300
Reinforced Concrete Pile Cap/Footinglinear ft.7957801320
Reinforced Concrete Pier Caplinear ft.70551500
Pourable Jointlinear ft.174174000
Assembly without Seal Jointlinear ft.116116000
Fixed Bearingeach1818000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,5982,598000