EAST 149TH STREET over AMTRAK/CSXT/P&W

Map

Coordinates:
+40.80914, -73.90296
40°48'33" N, 73°54'11" W

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

Name:	EAST 149TH STREET over AMTRAK/CSXT/P&W
Structure number:	000000002241129
Location:	E149th St
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Collector (Urban) `[17]`
Length of largest span:	115.8 ft. `[35.3 m]`
Total length:	232.0 ft. `[70.7 m]`
Roadway width between curbs:	45.9 ft. `[14.0 m]`
Deck width edge-to-edge:	78.7 ft. `[24.0 m]`
Vertical clearance above deck:	14.8 ft. `[4.5 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	35°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1907
Year reconstructed:	1981
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	2
Main spans material:	Steel `[3]`
Main spans design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	5,207 `[as of 2010]`
Truck traffic:	26% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	39.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$27,650,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Good	Satisfactory	Fair	5207	39.0
November 2016	Fair	Good	Satisfactory	Fair	5134	39.5
November 2014	Fair	Good	Satisfactory	Fair	5811	39.0
October 2012	Fair	Very Good	Good	Fair	5811	39.0
November 2010	Fair	Very Good	Good	Fair	5101	39.0
December 2008	Fair	Good	Good	Fair	5101	39.0
August 2006	Fair	Good	Good	Fair	5811	39.0
August 2004	Fair	Good	Good	Fair	5811	39.0
June 2002	Fair	Good	Good	Fair	5811	38.1
May 2000	Fair	Good	Satisfactory	Fair	5811	42.1
December 1998	Fair	Good	Satisfactory	Fair	5811	42.1
July 1996	Poor	Satisfactory	Poor	Poor	5030	27.2
November 1994	Poor	Satisfactory	Poor	Poor	12000	28.0
November 1992	Poor	Satisfactory	Poor	Poor	12000	28.0
August 1990	Poor	Satisfactory	Poor	Poor	12000	28.6

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	466	462	4	0	0
Steel Protective Coating	sq. ft.	4,478	3,978	500	0	0
Steel Stringer	linear ft.	2,798	2,798	0	0	0
Steel Protective Coating	sq. ft.	13,434	13,309	125	0	0
Deck
Reinforced Concrete Deck	sq. ft.	18,356	17,731	625	0	0
Wearing Surfaces	sq. ft.	11,740	10,566	1,174	0	0
Superstructure
Steel Truss	linear ft.	700	686	5	5	4
Steel Protective Coating	sq. ft.	15,634	14,694	900	0	40
Steel Floor Beam	linear ft.	1,832	1,797	35	0	0
Steel Protective Coating	sq. ft.	14,182	13,382	800	0	0
Steel Gusset Plate	each	144	143	1	0	0
Steel Protective Coating	sq. ft.	2,520	2,160	355	0	5
Substructure
Reinforced Concrete Pier Wall	linear ft.	79	59	20	0	0
Reinforced Concrete Abutment	linear ft.	192	117	70	5	0
Joints
Compression Joint	linear ft.	192	192	0	0	0
Bearings
Fixed Bearing	each	3	3	0	0	0
Steel Protective Coating	sq. ft.	15	10	5	0	0
Pot Bearing	each	6	3	2	1	0
Steel Protective Coating	sq. ft.	30	20	0	0	10
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	700	630	70	0	0