FORT AVE over CSX

Facts 

Name:	FORT AVE over CSX
Structure number:	200000BC8022010
Location:	FORT AVENUE OVER CSX RR
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Local (Urban) [19]
Length of largest span:	34.1 ft. [10.4 m]
Total length:	105.0 ft. [32.0 m]
Roadway width between curbs:	49.5 ft. [15.1 m]
Deck width edge-to-edge:	82.4 ft. [25.1 m]
Vertical clearance below bridge:	18.0 ft. [5.5 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1920
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
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:	Bituminous [6]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	11,300 [as of 2007]
Truck traffic:	5% of total traffic
Deck condition:	Serious [3 out of 9]
Superstructure condition:	Serious [3 out of 9]
Substructure condition:	Poor [4 out of 9]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	59.4 tons [54.0 metric tons]
Inventory rating:	30.7 tons [27.9 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	36.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$1,751,000

2000 Inspection 

Status:	Open, posting recommended but not legally implemented [B]
Average daily traffic:	9,839 [as of 1994]
Truck traffic:	5% of total traffic
Deck condition:	Critical [2 out of 9]
Superstructure condition:	Critical [2 out of 9]
Substructure condition:	Poor [4 out of 9]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	59.4 tons [54.0 metric tons]
Inventory rating:	30.7 tons [27.9 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	20.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$580,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	9,839 [as of 1988]
Deck condition:	Serious [3 out of 9]
Superstructure condition:	Serious [3 out of 9]
Substructure condition:	Fair [5 out of 9]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	71.3 tons [64.8 metric tons]
Inventory rating:	42.6 tons [38.7 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	20.9

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