174TH STREET over RTE I895, BRONX RIVER, A

Map

Coordinates:
+40.83540, -73.88209
40°50'07" N, 73°52'56" W

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

Name:	174TH STREET over RTE I895, BRONX RIVER, A
Structure number:	000000002066720
Location:	JCT I95 & I278
Purpose:	Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	190.0 ft. `[57.9 m]`
Total length:	765.1 ft. `[233.2 m]`
Roadway width between curbs:	42.0 ft. `[12.8 m]`
Deck width edge-to-edge:	62.0 ft. `[18.9 m]`
Vertical clearance above deck:	15.4 ft. `[4.7 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	2°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1909
Year reconstructed:	1988
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	14,970 `[as of 2013]`
Truck traffic:	6% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	51.4
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$41,251,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Poor	Fair	Satisfactory	Poor	14970	51.4
August 2016	Fair	Fair	Satisfactory	Fair	15093	67.8
July 2014	Fair	Fair	Satisfactory	Fair	9086	64.4
August 2012	Poor	Satisfactory	Satisfactory	Poor	9086	52.8
August 2010	Poor	Satisfactory	Satisfactory	Poor	9086	52.8
October 2008	Poor	Satisfactory	Satisfactory	Poor	9086	52.8
October 2006	Fair	Satisfactory	Satisfactory	Fair	9086	69.0
October 2004	Poor	Satisfactory	Satisfactory	Poor	9086	52.8
July 2002	Poor	Satisfactory	Satisfactory	Poor	11839	52.6
June 2000	Poor	Satisfactory	Satisfactory	Poor	11839	52.6
November 1998	Fair	Satisfactory	Satisfactory	Satisfactory	11839	80.0
November 1996	Poor	Poor	Poor	Poor	10442	57.3
November 1994	Poor	Poor	Poor	Poor	10134	48.9
September 1992	Poor	Poor	Poor	Poor	10134	48.9
November 1990	Poor	Poor	Serious	Serious	10134	29.4

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.	2,073	1,948	111	14	0
Steel Protective Coating	sq. ft.	33,935	28,167	5,768	0	0
Steel Stringer	linear ft.	6,385	6,262	123	0	0
Steel Protective Coating	sq. ft.	29,860	28,556	1,304	0	0
Deck
Reinforced Concrete Deck	sq. ft.	45,942	28,375	11,676	5,891	0
Wearing Surfaces	sq. ft.	31,042	19,318	11,260	464	0
Superstructure
Steel Truss	linear ft.	380	284	76	20	0
Steel Protective Coating	sq. ft.	38,000	24,510	11,400	1,900	190
Steel Floor Beam	linear ft.	1,864	1,761	91	12	0
Steel Protective Coating	sq. ft.	28,648	27,143	1,498	7	0
Steel Gusset Plate	each	22	15	7	0	0
Steel Protective Coating	sq. ft.	462	400	62	0	0
Substructure
Steel Column	each	16	14	0	2	0
Steel Protective Coating	sq. ft.	400	384	16	0	0
Reinforced Concrete Column	each	4	2	1	1	0
Reinforced Concrete Pier Wall	linear ft.	94	64	10	20	0
Reinforced Concrete Abutment	linear ft.	96	73	15	8	0
Reinforced Concrete Pier Cap	linear ft.	84	84	0	0	0
Joints
Compression Joint	linear ft.	375	73	127	150	25
Bearings
Movable Bearing	each	28	11	8	6	3
Steel Protective Coating	sq. ft.	96	41	33	22	0
Fixed Bearing	each	8	4	3	1	0
Steel Protective Coating	sq. ft.	21	11	9	0	1
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,551	1,551	0	0	0
Steel Protective Coating	sq. ft.	6,197	5,637	560	0	0
Reinforced Concrete Bridge Rail	linear ft.	320	320	0	0	0