US 40 ML over CHERRY CREEK

Map 

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]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	47,400 [as of 2008]
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]
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]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	78.1

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	40,200 [as of 1997]
Truck traffic:	2% 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]
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:	73.3 tons [66.6 metric tons]
Inventory rating:	43.6 tons [39.6 metric tons]
Sufficiency rating:	76.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$1,235,000

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