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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 

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. ratingEvaluationDeckSuper.Sub.ADT
October 201590.3Not deficientSatisfactorySatisfactorySatisfactory25000
October 201390.3Not deficientSatisfactoryGoodSatisfactory25000
November 201190.4Not deficientSatisfactoryGoodSatisfactory24700
December 200990.4Not deficientSatisfactoryGoodSatisfactory24700
January 200890.7Not deficientSatisfactoryGoodSatisfactory23200
November 200589.0Not deficientSatisfactoryGoodSatisfactory26470
November 200387.0Not deficientSatisfactoryGoodSatisfactory28770
November 200186.8Not deficientSatisfactoryGoodSatisfactory28770
November 199988.2Not deficientSatisfactoryGoodSatisfactory22900
November 199786.9Not deficientSatisfactoryGoodSatisfactory28400
November 199586.1Not deficientSatisfactoryGoodSatisfactory28400
November 199380.5Not deficientSatisfactoryGoodSatisfactory22200
November 199180.3Not deficientSatisfactoryGoodSatisfactory23000