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I-70 EB over EAST FORK WHITE LICK CR

Map

Coordinates:
+39.68500, -86.33333
39°41'06" N, 86°19'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-70 EB over EAST FORK WHITE LICK CR
Structure number:041930
Location:02.27 E SR 267
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:45.6 ft. [13.9 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:79.1 ft. [24.1 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:2005
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:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:30,496 [as of 2004]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Operating rating:66.9 tons [60.8 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:90.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201690.9GoodGoodVery GoodGood-30496
July 201490.9GoodVery GoodVery GoodGood-30496
July 201290.9GoodVery GoodVery GoodGood-30496
July 201090.9GoodVery GoodVery GoodGood-30496
July 200890.9GoodVery GoodVery GoodGood-30496
July 200693.7GoodVery GoodVery GoodGood-30496
December 200592.3GoodVery GoodVery GoodGood-30496
November 200492.5FairSatisfactoryGoodGood-30496
May 200392.6FairSatisfactoryGoodGood-29898
May 200192.6FairSatisfactoryGoodGood-29898
May 200092.8FairSatisfactoryGoodGood-25730
May 199891.5FairFairGoodGood-25730
August 199692.6GoodGoodGoodGood-25730
August 199494.2GoodGoodGoodGood-24200
August 199297.2FairSatisfactorySatisfactorySatisfactory-24200
January 199097.2FairGoodSatisfactorySatisfactory-24200