WOODLAWN over GYPSUM CREEK

Map 

Facts 

Name:	WOODLAWN over GYPSUM CREEK
Structure number:	53040087000GC80
Location:	WOODLAWN AT SKINNER
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	45.9 ft. [14.0 m]
Total length:	131.9 ft. [40.2 m]
Roadway width between curbs:	52.5 ft. [16.0 m]
Deck width edge-to-edge:	64.6 ft. [19.7 m]
Skew angle:	15°
Owner:	City or Municipal Highway Agency [04]
Year built:	1972
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 18 / H 20 [4]
Number of main spans:	3
Main spans material:	Prestressed concrete continuous [6]
Main spans design:	Tee beam [04]
Deck type:	Concrete Cast-in-Place [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	8,000 [as of 2006]
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 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 assessed or calculated scour condition. [5]
Operating rating:	49.9 tons [45.4 metric tons]
Inventory rating:	45.9 tons [41.7 metric tons]
Sufficiency rating:	78.7
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:	$125,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	10,157 [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:	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:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	45.9 tons [41.7 metric tons]
Inventory rating:	41.9 tons [38.1 metric tons]
Sufficiency rating:	78.0

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	10,635 [as of 1988]
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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	47.5 tons [43.2 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	80.0

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