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CR 250S over NORTH FORK GRAHAM CREEK

Map

Coordinates:
+39.03833, -85.33528
39°02'18" N, 85°20'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 250S over NORTH FORK GRAHAM CREEK
Structure number:6900153
Location:01.01 E OF OLD MICHIGAN R
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.4 ft. [12.0 m]
Total length:112.9 ft. [34.4 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:County Highway Agency [02]
Year built:1995
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:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:160 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:Better than present minimum criteria [7]
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:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:91.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201691.4GoodGoodGoodVery Good-160
October 201491.4GoodGoodGoodVery Good-160
November 201291.4GoodGoodGoodVery Good-160
November 201094.4GoodGoodGoodVery Good-160
August 200891.4GoodGoodGoodVery Good-160
May 200691.4GoodVery GoodVery GoodVery Good-160
May 200491.4GoodVery GoodVery GoodVery Good-150
April 200291.4GoodVery GoodVery GoodVery Good-150