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SH 26 ML over SOUTH PLATTE RIVER

Map 

Coordinates:
+39.71128, -104.99980
39°42'41" N, 104°59'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SH 26 ML over SOUTH PLATTE RIVER
Structure number:F-16-BI
Location:I 25 & ALAMEDA IN DEN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:57.1 ft. [17.4 m]
Total length:179.8 ft. [54.8 m]
Roadway width between curbs:86.9 ft. [26.5 m]
Deck width edge-to-edge:106.6 ft. [32.5 m]
Skew angle:28°
Owner:State Highway Agency [01]
Year built:1911
Year reconstructed:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:51,000 [as of 2011]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:37.0 tons [33.6 metric tons]
Inventory rating:22.0 tons [20.0 metric tons]
Sufficiency rating:63.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201663.9FairFairSatisfactorySatisfactory-51000
April 201463.9FairFairSatisfactorySatisfactory-51000
April 201263.8FairFairSatisfactorySatisfactory-51900
July 201063.8FairFairSatisfactorySatisfactory-51900
May 200864.9FairSatisfactoryGoodSatisfactory-51900
June 200665.4FairSatisfactoryGoodSatisfactory-49600
June 200465.4FairSatisfactoryGoodSatisfactory-49587
July 200265.9FairSatisfactoryGoodSatisfactory-46904
May 200064.2FairSatisfactoryGoodSatisfactory-53400
June 199864.2FairSatisfactoryGoodSatisfactory-53400
May 199663.8FairSatisfactoryGoodSatisfactoryFO43600
August 199471.2FairSatisfactoryGoodSatisfactory-37600
June 199279.7FairSatisfactoryGoodSatisfactory-37600
June 199080.0FairSatisfactoryGoodSatisfactory-36000