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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 DENVER
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 2014 

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]
Pier/abutment protection:Navigation protection not required [1]
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. ratingEvaluationDeckSuper.Sub.ADT
April 201463.9Not deficientFairSatisfactorySatisfactory51000
April 201263.8Not deficientFairSatisfactorySatisfactory51900
July 201063.8Not deficientFairSatisfactorySatisfactory51900
May 200864.9Not deficientSatisfactoryGoodSatisfactory51900
June 200665.4Not deficientSatisfactoryGoodSatisfactory49600
June 200465.4Not deficientSatisfactoryGoodSatisfactory49587
July 200265.9Not deficientSatisfactoryGoodSatisfactory46904
May 200064.2Not deficientSatisfactoryGoodSatisfactory53400
June 199864.2Not deficientSatisfactoryGoodSatisfactory53400
May 199663.8Functionally obsoleteSatisfactoryGoodSatisfactory43600
August 199471.2Not deficientSatisfactoryGoodSatisfactory37600
June 199279.7Not deficientSatisfactoryGoodSatisfactory37600
June 199080.0Not deficientSatisfactoryGoodSatisfactory36000