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US 40 ML over CHERRY CREEK

Map

Coordinates:
+39.74002, -104.99845
39°44'24" N, 104°59'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 40 ML over CHERRY CREEK
Structure number:F-16-TR
Location:COLFAX / DOWNTOWN DENVER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:95.1 ft. [29.0 m]
Total length:103.0 ft. [31.4 m]
Roadway width between curbs:81.7 ft. [24.9 m]
Deck width edge-to-edge:135.5 ft. [41.3 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:46,000 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 the assessed or calculated scour condition. [8]
Operating rating:73.9 tons [67.2 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:78.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201678.2GoodGoodVery GoodGoodFO46000
January 201478.2GoodVery GoodVery GoodVery GoodFO46000
December 201178.1GoodVery GoodVery GoodVery GoodFO47400
December 200978.1GoodVery GoodVery GoodVery GoodFO47400
February 200877.9GoodVery GoodVery GoodVery GoodFO52100
December 200578.4GoodVery GoodVery GoodVery Good-42842
December 200378.5GoodVery GoodVery GoodVery Good-41132
October 200176.0GoodVery GoodVery GoodVery Good-41132
January 200076.1GoodVery GoodVery GoodVery Good-40200
December 199876.1GoodVery GoodVery GoodVery Good-40200