+39.66500, -86.38000
39°39'54" N, 86°22'48" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-70 EB over CLARKS CREEK
Structure number:041900
Location:00.50 W SR 267
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:37.4 ft. [11.4 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:1996
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:Concrete continuous [2]
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: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20,676 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:90.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$459,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201690.9GoodGoodGoodGood-20676
April 201490.9GoodGoodGoodGood-20676
April 201290.9FairGoodSatisfactoryGood-20676
April 201079.6FairSatisfactoryFairSatisfactory-20676
August 200890.9FairSatisfactorySatisfactorySatisfactory-20676
August 200692.0FairSatisfactorySatisfactorySatisfactory-20676
November 200492.0GoodGoodGoodGood-20676
May 200392.0GoodGoodGoodGood-20271
May 200192.0GoodGoodGoodGood-20271
May 200092.1GoodGoodGoodGood-17445
May 199891.3GoodGoodGoodGood-17445
December 199691.3GoodGoodGoodGood-17445
August 199495.7GoodGoodGoodGood-17200
August 199298.7FairSatisfactoryGoodGood-17200
January 199098.7FairSatisfactorySatisfactorySatisfactory-17200