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:	764.8 ft. `[233.1 m]`
Roadway width between curbs:	42.0 ft. `[12.8 m]`
Deck width edge-to-edge:	46.6 ft. `[14.2 m]`
Vertical clearance above deck:	15.4 ft. `[4.7 m]`
Vertical clearance below bridge:	14.8 ft. `[4.5 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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	15,093 `[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:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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]`
Operating rating:	57.1 tons `[51.9 metric tons]`
Inventory rating:	27.0 tons `[24.5 metric tons]`
Sufficiency rating:	67.8
Recommended work:	Bridge deck rehabilitation with only incidental widening. `[36]`
Estimated cost of work:	$14,088,000

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