MSAS 134(10TH ST) over DOBBINS CREEK

Map 

Facts 

Name:	MSAS 134(10TH ST) over DOBBINS CREEK
Structure number:	5229
Location:	0.1 MI S OF OAKLAND PL
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	33.1 ft. [10.1 m]
Total length:	100.1 ft. [30.5 m]
Roadway width between curbs:	40.0 ft. [12.2 m]
Deck width edge-to-edge:	55.1 ft. [16.8 m]
Owner:	County Highway Agency [02]
Year built:	1932
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:	Concrete [1]
Main spans design:	Girder and floorbeam system [03]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	2,800 [as of 2008]
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Fair [5 out of 9]
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	44.6 tons [40.5 metric tons]
Inventory rating:	25.1 tons [22.8 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	42.1
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:	$424,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	3,950 [as of 1996]
Truck traffic:	10% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 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:	44.2 tons [40.2 metric tons]
Inventory rating:	24.9 tons [22.6 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	67.2
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	3,800 [as of 1988]
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 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:	37.2 tons [33.8 metric tons]
Inventory rating:	21.0 tons [19.1 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	68.0
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:	$185,000

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