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I-74 WB over SR 267 SB/NB

Map

Coordinates:
+39.86000, -86.39333
39°51'36" N, 86°23'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-74 WB over SR 267 SB/NB
Structure number:044440
Location:07.37 W I-465
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:44.9 ft. [13.7 m]
Total length:166.0 ft. [50.6 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:54.8 ft. [16.7 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1999
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:4
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,481 [as of 2004]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:66.9 tons [60.8 metric tons]
Sufficiency rating:91.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,357,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201691.8FairGoodGoodSatisfactoryFO12481
July 201591.8FairGoodGoodSatisfactoryFO12481
July 201391.8FairGoodGoodSatisfactoryFO12481
May 201179.5FairFairFairSatisfactoryFO12481
June 200979.5FairFairFairSatisfactoryFO12481
December 200779.5FairFairFairSatisfactoryFO12481
March 200692.4FairSatisfactorySatisfactorySatisfactory-12481
March 200492.4FairSatisfactorySatisfactoryGood-12481
March 200292.4GoodVery GoodGoodGood-12236
March 200095.5GoodVery GoodVery GoodGood-10530
May 199773.7FairGoodSatisfactoryGoodFO10530
June 199573.8FairGoodSatisfactoryGoodFO12360
July 199374.9FairGoodSatisfactoryGoodFO11300
July 199178.9FairSatisfactoryGoodGoodFO11300

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach1818000
Reinforced Concrete Pier Walllinear ft.1651500150
Reinforced Concrete Abutmentlinear ft.117117000
Reinforced Concrete Pier Caplinear ft.171171000
Joints
Pourable Jointlinear ft.117114300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.331331000
Deck
Reinforced Concrete Slabsq. ft.9,0718,4381285050