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SH 2 ML over HIGHLINE CANAL

Map 

Coordinates:
+39.65959, -104.94066
39°39'35" N, 104°56'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SH 2 ML over HIGHLINE CANAL
Structure number:F-17-CG
Location:WELLSHIRE GOLF COURSE
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:27.6 ft. [8.4 m]
Total length:29.2 ft. [8.9 m]
Roadway width between curbs:83.3 ft. [25.4 m]
Deck width edge-to-edge:95.1 ft. [29.0 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: October 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25,000 [as of 2011]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:56.3 tons [51.2 metric tons]
Inventory rating:33.8 tons [30.7 metric tons]
Sufficiency rating:90.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201590.3FairSatisfactorySatisfactorySatisfactory-25000
October 201390.3FairSatisfactoryGoodSatisfactory-25000
November 201190.4FairSatisfactoryGoodSatisfactory-24700
December 200990.4FairSatisfactoryGoodSatisfactory-24700
January 200890.7FairSatisfactoryGoodSatisfactory-23200
November 200589.0FairSatisfactoryGoodSatisfactory-26470
November 200387.0FairSatisfactoryGoodSatisfactory-28770
November 200186.8FairSatisfactoryGoodSatisfactory-28770
November 199988.2FairSatisfactoryGoodSatisfactory-22900
November 199786.9FairSatisfactoryGoodSatisfactory-28400
November 199586.1FairSatisfactoryGoodSatisfactory-28400
November 199380.5FairSatisfactoryGoodSatisfactory-22200
November 199180.3FairSatisfactoryGoodSatisfactory-23000