WEST FORDHAM ROAD over METRO NO COMMUTER

Map

Coordinates:
+40.86209, -73.91327
40°51'44" N, 73°54'48" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	WEST FORDHAM ROAD over METRO NO COMMUTER
Structure number:	000000002241470
Location:	IN FORDHAM
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	51.8 ft. `[15.8 m]`
Total length:	166.0 ft. `[50.6 m]`
Roadway width between curbs:	77.1 ft. `[23.5 m]`
Deck width edge-to-edge:	96.8 ft. `[29.5 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1906
Year reconstructed:	1997
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:	4
Main spans material:	Steel `[3]`
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]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	37,508 `[as of 2015]`
Truck traffic:	7% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Excellent `[9 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	92.6
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$15,358,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Good	Good	Excellent	Very Good	37508	92.6
September 2015	Good	Good	Excellent	Very Good	37260	92.6
September 2013	Good	Good	Excellent	Very Good	37916	92.5
July 2011	Good	Good	Excellent	Very Good	37916	92.5
August 2009	Good	Good	Excellent	Very Good	31915	93.4
November 2007	Good	Good	Excellent	Very Good	26280	94.2
June 2005	Good	Good	Excellent	Very Good	37916	92.5
July 2003	Good	Good	Excellent	Very Good	37916	91.5
October 2001	Good	Good	Excellent	Very Good	37916	93.7
November 1999	Good	Excellent	Excellent	Excellent	37916	93.7
July 1997	Good	Very Good	Very Good	Good	37699	93.7
October 1995	Poor	Serious	Serious	Poor	37699	17.0
August 1994	Poor	Serious	Serious	Poor	23300	13.9
September 1993	Poor	Serious	Serious	Poor	23300	38.9
February 1992	Poor	Serious	Serious	Poor	23300	38.9

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	2,468	2,116	352	0	0
Steel Protective Coating	sq. ft.	21,175	10,666	10,400	109	0
Deck
Reinforced Concrete Deck	sq. ft.	23,545	4,245	19,300	0	0
Wearing Surfaces	sq. ft.	20,593	4,485	16,108	0	0
Substructure
Steel Column	each	4	4	0	0	0
Steel Protective Coating	sq. ft.	380	80	300	0	0
Reinforced Concrete Pier Wall	linear ft.	302	273	28	1	0
Reinforced Concrete Abutment	linear ft.	443	0	443	0	0
Joints
Compression Joint	linear ft.	343	0	0	343	0
Bearings
Movable Bearing	each	32	10	22	0	0
Steel Protective Coating	sq. ft.	64	0	44	20	0
Pot Bearing	each	40	38	2	0	0
Steel Protective Coating	sq. ft.	80	60	20	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	346	270	76	0	0