21ST STREET over MORRIS AVE & RR

Map 

Facts 

Name:	21ST STREET over MORRIS AVE & RR
Structure number:	000090
Location:	21ST ST- 1ST S TO 1ST N
Purpose:	Carries highway and pedestrian walkway over highway and railroad
Route classification:	Local (Urban) [19]
Length of largest span:	51.8 ft. [15.8 m]
Total length:	962.0 ft. [293.2 m]
Roadway width between curbs:	50.2 ft. [15.3 m]
Deck width edge-to-edge:	72.8 ft. [22.2 m]
Vertical clearance below bridge:	7.5 ft. [2.3 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1915
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:	23
Main spans material:	Concrete [1]
Main spans design:	Tee beam [04]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	13,000 [as of 2004]
Truck traffic:	1% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Serious [3 out of 9]
Substructure condition:	Serious [3 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	3.0 tons [2.7 metric tons]
Inventory rating:	3.0 tons [2.7 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	17.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$21,954,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	12,000 [as of 1996]
Truck traffic:	1% of total traffic
Deck condition:	Serious [3 out of 9]
Superstructure condition:	Serious [3 out of 9]
Substructure condition:	Fair [5 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	3.0 tons [2.7 metric tons]
Inventory rating:	3.0 tons [2.7 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	17.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$5,921,000

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