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I-74 EB over SUGAR CREEK

Map

Coordinates:
+40.07615, -86.88895
40°04'34" N, 86°53'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-74 EB over SUGAR CREEK
Structure number:044120
Location:00.83 E US 231
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:84.0 ft. [25.6 m]
Total length:395.0 ft. [120.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Steel continuous [4]
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: October 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:7,250 [as of 2010]
Truck traffic:45% of total traffic
Deck condition:Poor [4 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Sufficiency rating:74.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,184,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorPoorSatisfactoryGood725074.1
October 2016PoorPoorSatisfactoryGood725074.1
November 2015PoorPoorSatisfactoryGood725074.1
September 2014PoorPoorSatisfactorySatisfactory725074.1
February 2013PoorPoorGoodSatisfactory725074.1
March 2011PoorPoorSatisfactorySatisfactory747074.1
March 2009PoorPoorSatisfactorySatisfactory764574.1
March 2007PoorPoorSatisfactorySatisfactory764574.5
March 2005PoorPoorSatisfactorySatisfactory764574.5
March 2003FairFairSatisfactoryGood749576.6
March 2001FairSatisfactorySatisfactoryGood749577.6
February 1999FairSatisfactorySatisfactoryGood645077.2
February 1997FairSatisfactoryFairGood645066.1
February 1995FairSatisfactoryFairGood630066.3
February 1993FairSatisfactoryFairGood630066.3
April 1991FairSatisfactorySatisfactoryGood630082.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,7441,3721,37200
Steel Protective Coatingsq. ft.24,65519,7244,93100
Deck
Reinforced Concrete Decksq. ft.14,39314,12826500
Wearing Surfacessq. ft.1,1841,058116100
Substructure
Reinforced Concrete Pier Walllinear ft.164164000
Reinforced Concrete Abutmentlinear ft.80681020
Joints
Strip Seal Jointlinear ft.3900039
Compression Jointlinear ft.3900039
Bearings
Movable Bearingeach35021140
Fixed Bearingeach77000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7927620300