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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 2014 

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. ratingEvaluationDeckSuper.Sub.ADT
December 201484.1Not deficientGoodGoodGood10646
December 201284.1Not deficientGoodGoodGood10646
December 201084.2Not deficientGoodGoodGood9788
October 200884.2Not deficientGoodSatisfactoryGood9788
December 200684.1Not deficientGoodSatisfactoryGood10339
September 200484.1Not deficientGoodGoodGood10339
November 200283.6Not deficientGoodGoodGood10339
July 200083.3Not deficientVery GoodGoodGood10836
December 199983.3Not deficientVery GoodGoodGood10836
December 199883.3Not deficientVery GoodGoodGood10836
March 199683.8Not deficientGoodGoodGood6039
November 199493.4Not deficientGoodGoodGood6039