119TH STREET WEST over COWSKIN CREEK

Map 

Facts 

Name:	119TH STREET WEST over COWSKIN CREEK
Structure number:	530400878056201
Location:	119TH ST W .5 M N CENTRAL
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	55.1 ft. [16.8 m]
Total length:	253.0 ft. [77.1 m]
Roadway width between curbs:	49.2 ft. [15.0 m]
Deck width edge-to-edge:	63.3 ft. [19.3 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1910
Year reconstructed:	1991
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:	5
Main spans material:	Concrete continuous [2]
Main spans design:	Slab [01]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Latex Concrete or similar additive [3]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	7,840 [as of 2006]
Truck traffic:	2% of total traffic
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:	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:	82.8 tons [75.3 metric tons]
Inventory rating:	49.9 tons [45.4 metric tons]
Sufficiency rating:	98.2

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	4,580 [as of 1995]
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 assessed or calculated scour condition. [5]
Operating rating:	82.8 tons [75.3 metric tons]
Inventory rating:	49.9 tons [45.4 metric tons]
Sufficiency rating:	98.9

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	2,593 [as of 1988]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Poor [4 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	3.7 tons [3.4 metric tons]
Inventory rating:	3.7 tons [3.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	14.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$167,000

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