POTEE STREET over PATAPSCO RIVER

Map 

Facts 

Name:	POTEE STREET over PATAPSCO RIVER
Structure number:	200000BC5218010
Location:	0.7 MI S HANOVER ST
Purpose:	Carries highway over waterway
Route classification:	Local (Urban) [19]
Length of largest span:	120.1 ft. [36.6 m]
Total length:	1700.2 ft. [518.2 m]
Roadway width between curbs:	40.7 ft. [12.4 m]
Deck width edge-to-edge:	60.7 ft. [18.5 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1946
Year reconstructed:	2005
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 22.5 / HS 25 [9]
Number of main spans:	15
Main spans material:	Concrete continuous [2]
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:	14,000 [as of 2007]
Truck traffic:	8% 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:	There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:	Bridge over "tidal" waters that has not been evaluated for scour, but considered low risk. [T]
Operating rating:	76.2 tons [69.3 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	79.4
Estimated cost of work:	$66,000

2000 Inspection 

Status:	Open, posting recommended but not legally implemented [B]
Average daily traffic:	11,684 [as of 1994]
Truck traffic:	8% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Poor [4 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]
Pier/abutment protection:	None present but re-evaluation suggested [5]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	49.5 tons [45.0 metric tons]
Inventory rating:	24.8 tons [22.5 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	35.3
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$2,610,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	11,684 [as of 1988]
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 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 not over waterway. [N]
Operating rating:	49.5 tons [45.0 metric tons]
Inventory rating:	24.8 tons [22.5 metric tons]
Sufficiency rating:	56.2

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