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DAHLIA ST over HIGHLINE CANAL

Map 

Coordinates:
+39.65939, -104.93161
39°39'34" N, 104°55'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DAHLIA ST over HIGHLINE CANAL
Structure number:D-10-HC-120
Location:DAHLIA SOUTH OF EASTMAN A
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:32.2 ft. [9.8 m]
Total length:36.7 ft. [11.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Skew angle:22°
Owner:City or Municipal Highway Agency [04]
Year built:1952
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Concrete [1]
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:4,307 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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: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]
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:49.4 tons [44.9 metric tons]
Inventory rating:29.6 tons [26.9 metric tons]
Sufficiency rating:81.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201481.3Not deficientSatisfactorySatisfactoryFair4307
December 201281.3Not deficientSatisfactorySatisfactoryFair4307
December 201092.4Not deficientSatisfactorySatisfactorySatisfactory4368
September 200892.4Not deficientSatisfactorySatisfactorySatisfactory4368
January 200791.1Not deficientGoodSatisfactorySatisfactory7038
August 200491.1Not deficientGoodGoodGood7038
November 200290.4Not deficientGoodGoodGood7038
August 200090.3Not deficientVery GoodGoodGood5203
December 199990.3Not deficientVery GoodGoodGood5203
December 199890.3Not deficientVery GoodGoodGood5203
March 199690.2Not deficientGoodSatisfactoryGood6132
November 199482.9Not deficientGoodSatisfactorySatisfactory6132