ANNAPOLIS ROAD over GWYNNS FALLS

Facts 

Name:	ANNAPOLIS ROAD over GWYNNS FALLS
Structure number:	200000BC5301010
Location:	0.1 MI E RUSSELL ST
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) [19]
Length of largest span:	91.9 ft. [28.0 m]
Total length:	188.0 ft. [57.3 m]
Roadway width between curbs:	36.1 ft. [11.0 m]
Deck width edge-to-edge:	42.7 ft. [13.0 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1974
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:	2
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:	9,896 [as of 2007]
Truck traffic:	5% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Good [7 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:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:	69.3 tons [63.0 metric tons]
Sufficiency rating:	97.1
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$22,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	7,250 [as of 1994]
Truck traffic:	5% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Good [7 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:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:	69.3 tons [63.0 metric tons]
Sufficiency rating:	97.3
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$17,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	7,250 [as of 1973]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Poor [4 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 not over waterway. [N]
Inventory rating:	69.3 tons [63.0 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	70.2

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