MARKET ST over CHERRY CREEK

Map 

Facts 

Name:	MARKET ST over CHERRY CREEK
Structure number:	D-01-CC-040A
Location:	MARKET ST AT SPEER BLVD
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	39.0 ft. [11.9 m]
Total length:	84.3 ft. [25.7 m]
Roadway width between curbs:	47.9 ft. [14.6 m]
Deck width edge-to-edge:	69.9 ft. [21.3 m]
Skew angle:	6°
Owner:	City or Municipal Highway Agency [04]
Year built:	1985
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Number of main spans:	2
Main spans material:	Prestressed concrete continuous [6]
Main spans design:	Slab [01]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	22,359 [as of 2008]
Truck traffic:	5% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 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:	89.8 tons [81.6 metric tons]
Inventory rating:	80.2 tons [72.9 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	75.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$728,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	42,072 [as of 1998]
Truck traffic:	5% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 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]
Inventory rating:	79.2 tons [72.0 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	72.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$979,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	9,777 [as of 1986]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Very Good [8 out of 9]
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Inventory rating:	79.2 tons [72.0 metric tons]
Sufficiency rating:	75.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$802,000

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