CR 1000E/HUNTER RD over I-74 EB/WB


+39.83639, -86.34639
39°50'11" N, 86°20'47" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 1000E/HUNTER RD over I-74 EB/WB
Structure number:044460
Location:02.96 E SR 267
Purpose:Carries highway over highway
Route classification:Major Collector (Rural) [07]
Length of largest span:77.1 ft. [23.5 m]
Total length:249.0 ft. [75.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:32°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
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: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,733 [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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:67.9 tons [61.7 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:78.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$752,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201678.0FairGoodGoodSatisfactory-1733
January 201478.0FairGoodGoodSatisfactory-1733
January 201276.0FairSatisfactorySatisfactorySatisfactory-1733
January 201076.0FairSatisfactorySatisfactorySatisfactory-1733
January 200873.7FairSatisfactorySatisfactorySatisfactory-1733
April 200674.2FairSatisfactorySatisfactorySatisfactory-1733
October 200473.8GoodGoodGoodGood-1733
October 200273.8GoodGoodGoodGood-1699
May 200173.8GoodGoodGoodGood-1699
May 199976.0GoodGoodGoodGood-1318
May 199778.2GoodGoodGoodGood-1318
May 199576.5GoodGoodGoodGood-904
July 199376.5GoodGoodGoodGood-800
July 199180.5GoodGoodGoodGood-800