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Co. Rd. U over DITCH 1287-2 DRY CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Co. Rd. U over DITCH 1287-2 DRY CREEK
Structure number:3531996
Location:0.35 mi. west of Rd. 8
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:59.1 ft. [18.0 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:33°
Owner:County Highway Agency [02]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:812 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 (including piles) on dry land well above flood water elevations. [9]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:82.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201682.8GoodVery GoodVery GoodVery Good-812
July 201589.5GoodVery GoodVery GoodVery Good-119
August 201489.5GoodVery GoodVery GoodVery Good-119
July 201395.0GoodVery GoodVery GoodVery Good-90
July 201295.0GoodVery GoodVery GoodVery Good-90
July 201195.0GoodVery GoodVery GoodVery Good-90
July 201095.0GoodVery GoodVery GoodVery Good-90
June 200995.0GoodVery GoodVery GoodVery Good-90
September 200895.0GoodVery GoodVery GoodVery Good-90
August 200795.0GoodVery GoodVery GoodVery Good-90
August 200695.0GoodVery GoodVery GoodVery Good-90
June 200595.0GoodVery GoodVery GoodVery Good-90
May 200495.0GoodVery GoodVery GoodVery Good-90
July 200395.0GoodVery GoodVery GoodVery Good-90
June 200295.0GoodVery GoodVery GoodVery Good-90
June 200095.0GoodVery GoodVery GoodVery Good-90
June 199995.0GoodVery GoodVery GoodVery Good-90
July 199895.0GoodVery GoodVery GoodVery Good-90
July 199795.0GoodVery GoodVery GoodVery Good-90
July 199695.0GoodVery GoodVery GoodVery Good-90
June 199595.0GoodVery GoodVery GoodVery Good-90
July 199495.0GoodVery GoodVery GoodVery Good-90
August 199395.0GoodVery GoodVery GoodVery Good-90
December 199195.0GoodVery GoodVery GoodVery Good-90
May 199095.0GoodVery GoodVery GoodVery Good-90