+39.89333, -86.53083
39°53'36" N, 86°31'51" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 900N over ROSS DITCH
Structure number:3200010
Location:00.00 W OF CR 21W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:52.2 ft. [15.9 m]
Total length:57.7 ft. [17.6 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:21°
Owner:County Highway Agency [02]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:410 [as of 2014]
Truck traffic:7% 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 minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:90.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201690.7GoodGoodGoodGood-410
June 201490.7GoodGoodGoodGood-410
June 201292.8GoodGoodGoodGood-360
October 201093.6GoodGoodGoodGood-360
July 200893.6GoodGoodGoodVery Good-333
August 200693.6GoodGoodGoodVery Good-311
September 200494.4GoodVery GoodVery GoodVery Good-311
September 200294.4GoodVery GoodVery GoodVery Good-311
September 200094.4GoodVery GoodVery GoodVery Good-275
May 199898.9GoodVery GoodVery GoodVery Good-250
June 199698.9GoodVery GoodVery GoodVery Good-250
January 199598.9GoodVery GoodVery GoodVery Good-250
July 199299.0GoodVery GoodVery GoodVery Good-210
July 199099.0GoodVery GoodVery GoodVery Good-200