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I-74 WB over SUGAR CREEK

Map

Coordinates:
+40.07667, -86.89000
40°04'36" N, 86°53'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-74 WB over SUGAR CREEK
Structure number:044130
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 2016

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: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: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]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:62.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,184,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201662.9PoorPoorFairSatisfactorySD7250
November 201562.9PoorPoorFairSatisfactorySD7250
September 201474.1PoorPoorSatisfactorySatisfactorySD7250
February 201374.1PoorPoorGoodSatisfactorySD7250
March 201174.1PoorPoorSatisfactorySatisfactorySD7645
March 200974.1PoorPoorSatisfactorySatisfactorySD7645
March 200774.5PoorPoorSatisfactorySatisfactorySD7645
March 200574.5PoorPoorSatisfactorySatisfactorySD7645
March 200376.6FairFairSatisfactoryGood-7495
March 200177.6FairSatisfactorySatisfactoryGood-7495
February 199977.2FairSatisfactorySatisfactoryGood-6450
February 199777.2FairSatisfactorySatisfactoryGood-6450
February 199577.4FairSatisfactorySatisfactoryGood-6300
February 199366.3FairSatisfactoryFairGood-6300
April 199182.4FairSatisfactorySatisfactoryGood-6300

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2,7442,744000
Steel Protective Coatingsq. ft.24,65524,647800
Deck
Reinforced Concrete Decksq. ft.14,39313,885284800
Wearing Surfacessq. ft.11,88411,282530720
Substructure
Reinforced Concrete Pier Walllinear ft.164163100
Reinforced Concrete Abutmentlinear ft.8079010
Joints
Strip Seal Jointlinear ft.39150024
Compression Jointlinear ft.3900039
Bearings
Movable Bearingeach3535000
Fixed Bearingeach77000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.792789030