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DAYTON ST over HIGHLINE CANAL

Map 

Coordinates:
+39.70032, -104.87533
39°42'01" N, 104°52'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DAYTON ST over HIGHLINE CANAL
Structure number:D-10-HC-330
Location:DAYTON AT E KENTUCKY RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:29.9 ft. [9.1 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,646 [as of 2013]
Truck traffic:4% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:40.6 tons [36.9 metric tons]
Inventory rating:24.3 tons [22.1 metric tons]
Sufficiency rating:84.1

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201684.1GoodGoodGoodGood-10646
December 201484.1GoodGoodGoodGood-10646
December 201284.1GoodGoodGoodGood-10646
December 201084.2GoodGoodGoodGood-9788
October 200884.2FairGoodSatisfactoryGood-9788
December 200684.1FairGoodSatisfactoryGood-10339
September 200484.1GoodGoodGoodGood-10339
November 200283.6GoodGoodGoodGood-10339
July 200083.3GoodVery GoodGoodGood-10836
December 199983.3GoodVery GoodGoodGood-10836
December 199883.3GoodVery GoodGoodGood-10836
March 199683.8GoodGoodGoodGood-6039
November 199493.4GoodGoodGoodGood-6039