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SR 67 over HODGES DITCH

Map

Coordinates:
+39.38167, -86.60000
39°22'54" N, 86°35'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 67 over HODGES DITCH
Structure number:023940
Location:08.20 N US 231
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:32.8 ft. [10.0 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1997
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:3
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: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,345 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:62.8 tons [57.1 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:96.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201596.6GoodGoodGoodGood-6345
April 201396.6GoodGoodGoodGood-6345
May 201196.6GoodGoodGoodGood-6345
May 200996.6GoodGoodGoodGood-6345
June 200796.3GoodVery GoodGoodVery Good-6345
June 200596.3GoodVery GoodVery GoodVery Good-6345
September 200396.4GoodVery GoodVery GoodVery Good-6221
November 200196.4GoodVery GoodVery GoodVery Good-6221
December 199994.6GoodVery GoodVery GoodVery Good-5520
February 199894.9GoodExcellentExcellentExcellent-5520
July 199694.9FairSatisfactorySatisfactorySatisfactory-5520
September 199494.0FairFairSatisfactorySatisfactory-5100
April 199394.0FairFairSatisfactorySatisfactory-5100
July 199096.0FairFairSatisfactorySatisfactory-5100