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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 2014 

Status:Open, no restriction [A]
Average daily traffic:46,000 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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]
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:73.9 tons [67.2 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201478.2Functionally obsoleteVery GoodVery GoodVery Good46000
December 201178.1Functionally obsoleteVery GoodVery GoodVery Good47400
December 200978.1Functionally obsoleteVery GoodVery GoodVery Good47400
February 200877.9Functionally obsoleteVery GoodVery GoodVery Good52100
December 200578.4Not deficientVery GoodVery GoodVery Good42842
December 200378.5Not deficientVery GoodVery GoodVery Good41132
October 200176.0Not deficientVery GoodVery GoodVery Good41132
January 200076.1Not deficientVery GoodVery GoodVery Good40200
December 199876.1Not deficientVery GoodVery GoodVery Good40200