OAKWOOD RD over PENSDALE ST,OAKWOOD RUN

Map 

Facts 

Name:	OAKWOOD RD over PENSDALE ST,OAKWOOD RUN
Structure number:	027301000024980
Location:	OK03 OAKWOOD RUN NO. 3
Purpose:	Carries highway and pedestrian walkway over highway and waterway
Route classification:	Local (Urban) [19]
Length of largest span:	138.1 ft. [42.1 m]
Total length:	354.0 ft. [107.9 m]
Roadway width between curbs:	27.9 ft. [8.5 m]
Deck width edge-to-edge:	38.1 ft. [11.6 m]
Vertical clearance below bridge:	13.1 ft. [4.0 m]
Owner:	County Highway Agency [02]
Year built:	1984
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 13.5 / H 15 [2]
Number of main spans:	3
Main spans material:	Steel continuous [4]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	3,700 [as of 2006]
Truck traffic:	3% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Good [7 out of 9]
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	73.8 tons [67.1 metric tons]
Inventory rating:	43.9 tons [39.9 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	76.3

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	3,700 [as of 1998]
Truck traffic:	3% 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:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	89.1 tons [81.0 metric tons]
Inventory rating:	53.5 tons [48.6 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	76.3
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$267,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	3,700 [as of 1990]
Deck condition:	Very Good [8 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	68.3 tons [62.1 metric tons]
Inventory rating:	38.6 tons [35.1 metric tons]
Sufficiency rating:	76.3
Recommended work:	Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:	$186,000

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