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SR 303 over DRAINAGE DITCH

Map

Coordinates:
+41.23806, -81.81139
41°14'17" N, 81°48'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 303 over DRAINAGE DITCH
Structure number:5207789
Location:1.56 MI E OF US 42
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:62.0 ft. [18.9 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1985
Historic significance:Historical significance is not determinable at this time [4]
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: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:27,043 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:87.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201687.6FairSatisfactorySatisfactoryGood-27043
September 201586.7FairSatisfactorySatisfactoryGood-29341
December 201486.7FairSatisfactorySatisfactoryGood-29341
September 201386.7FairSatisfactorySatisfactoryGood-29341
July 201272.8FairFairFairGood-29341
August 201172.8FairFairFairGood-29341
August 201086.6FairSatisfactorySatisfactoryGood-29745
July 200986.6FairSatisfactorySatisfactoryGood-29745
August 200886.6FairSatisfactorySatisfactoryGood-29745
November 200787.2FairSatisfactorySatisfactoryGood-28137
December 200686.7FairGoodSatisfactoryGood-29321
December 200586.7FairGoodSatisfactoryGood-29321
December 200486.7FairGoodSatisfactoryVery Good-29321
July 200386.7FairGoodSatisfactoryVery Good-29321
May 200286.7FairGoodSatisfactoryVery Good-29321
July 200086.7GoodGoodGoodVery Good-29321
April 199988.7GoodGoodGoodVery Good-24338
April 199888.7GoodGoodGoodVery Good-24338
May 199788.7GoodVery GoodVery GoodVery Good-24338
July 199688.7GoodVery GoodVery GoodVery Good-24338
August 199588.7GoodVery GoodVery GoodVery Good-24338
August 199488.7GoodVery GoodVery GoodVery Good-24338
June 199388.7GoodGoodVery GoodVery Good-24338
August 199289.5GoodVery GoodVery GoodVery Good-22070
May 199189.5GoodVery GoodVery GoodVery Good-22070