ARGYLE AVENUE over AMTRAK

Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts

Name:	ARGYLE AVENUE over AMTRAK
Structure number:	200000BC8008010
Location:	1 MI E OF FULTON AVE
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Local (Urban) `[19]`
Length of largest span:	65.9 ft. `[20.1 m]`
Total length:	116.1 ft. `[35.4 m]`
Roadway width between curbs:	36.1 ft. `[11.0 m]`
Deck width edge-to-edge:	60.0 ft. `[18.3 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	11°
Owner:	City or Municipal Highway Agency `[04]`
Year reconstructed:	1948
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Status:	Open, no restriction `[A]`
Average daily traffic:	3,100 `[as of 2007]`
Truck traffic:	5% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	68.3 tons `[62.1 metric tons]`
Inventory rating:	41.6 tons `[37.8 metric tons]`
Evaluation:	Functionally obsolete `[2]`
Sufficiency rating:	80.6
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$82,000

Status:	Open, no restriction `[A]`
Average daily traffic:	2,500 `[as of 1994]`
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	68.3 tons `[62.1 metric tons]`
Inventory rating:	41.6 tons `[37.8 metric tons]`
Evaluation:	Functionally obsolete `[2]`
Sufficiency rating:	82.7
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$88,000

Status:	Open, no restriction `[A]`
Average daily traffic:	2,500 `[as of 1981]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Scour condition:	Scour calculation/evaluation has not been made. `[6]`
Operating rating:	68.3 tons `[62.1 metric tons]`
Inventory rating:	41.6 tons `[37.8 metric tons]`
Evaluation:	Functionally obsolete `[2]`
Sufficiency rating:	93.8