I 94 over Franklin Terrace


+44.96479, -93.22890
44°57'53" N, 93°13'44" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 94 over Franklin Terrace
Structure number:9893
Location:1.2 MI SE OF JCT TH 55
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:47.9 ft. [14.6 m]
Total length:118.8 ft. [36.2 m]
Roadway width between curbs:138.1 ft. [42.1 m]
Deck width edge-to-edge:143.4 ft. [43.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:1994
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:156,000 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:73.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairFairSatisfactory15600073.0
August 2016GoodGoodGoodGood16700085.0
August 2014GoodGoodGoodGood16700085.0
August 2012GoodGoodGoodGood16700085.0
July 2010GoodGoodGoodGood16700085.0
October 2008GoodGoodGoodGood16700085.0
October 2007GoodGoodGoodGood16700085.0
October 2006GoodGoodGoodGood16700085.0
January 2006GoodGoodGoodGood16700085.0
August 2004GoodGoodGoodGood15700085.0
December 2003GoodGoodGoodGood15700085.0
August 2002GoodGoodGoodGood15400085.0
June 2001GoodGoodGoodGood15400085.0
January 2001GoodGoodGoodGood15400085.0
December 1999GoodVery GoodVery GoodGood11900086.8
July 1998GoodVery GoodVery GoodGood11900086.8
July 1997GoodVery GoodVery GoodGood11900092.4
December 1996GoodExcellentExcellentGood11900092.4
September 1995GoodExcellentExcellentGood14100087.4
October 1994GoodExcellentExcellentGood12500088.6
November 1993PoorPoorFairGood12500071.6
October 1992PoorPoorFairGood11500067.8
August 1991PoorPoorFairGood11500065.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Columneach26141200
Reinforced Concrete Abutmentlinear ft.3272546490
Reinforced Concrete Pier Caplinear ft.324324000
Pourable Jointlinear ft.282028200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3542757900
Reinforced Concrete Slabsq. ft.17,30914,3742,7352000
Wearing Surfacessq. ft.16,9106,71010,20000