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HR17WB FROM 907V over HR15 CONN TO RVSD, RIVER

New York County, New York

Map

Coordinates:
+40.84360, -73.94439
40°50'37" N, 73°56'40" W

Facts

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

Name:	HR17WB FROM 907V over HR15 CONN TO RVSD, RIVER
Structure number:	000000005522490
Location:	NORTHERN MANHATTAN
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	152.9 ft. `[46.6 m]`
Total length:	397.0 ft. `[121.0 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	34.5 ft. `[10.5 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	23°
Owner:	Local Toll Authority `[32]`
Year built:	1962
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	4
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Box Beam or girders - Single or Spread `[06]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Truck traffic:	10% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 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:	77.0
Recommended work:	Bridge deck replacement with only incidental widening. `[37]`
Estimated cost of work:	$9,564,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Fair	Fair	Fair	-	77.0
October 2015	Fair	Fair	Fair	Fair	-	75.3
October 2013	Fair	Fair	Fair	Fair	12500	59.2
October 2011	Fair	Fair	Satisfactory	Satisfactory	12500	72.4
September 2009	Fair	Fair	Satisfactory	Satisfactory	12500	72.4
July 2007	Fair	Fair	Satisfactory	Satisfactory	12500	72.4
July 2005	Fair	Fair	Satisfactory	Satisfactory	12500	72.4
September 2003	Fair	Fair	Satisfactory	Satisfactory	12500	71.4
August 2001	Fair	Fair	Satisfactory	Satisfactory	12500	71.1
August 1999	Fair	Fair	Satisfactory	Satisfactory	12500	71.1
September 1997	Fair	Fair	Fair	Fair	12500	59.9
September 1995	Poor	Poor	Poor	Poor	12500	42.1
September 1993	Poor	Fair	Poor	Poor	12500	44.3
August 1991	Poor	Fair	Poor	Poor	12500	44.3

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	792	461	307	24	0
Deck
Reinforced Concrete Deck	sq. ft.	13,583	0	8,067	5,468	48
Wearing Surfaces	sq. ft.	9,504	0	0	9,213	291
Substructure
Reinforced Concrete Column	each	6	0	0	6	0
Reinforced Concrete Abutment	linear ft.	56	41	15	0	0
Joints
Strip Seal Joint	linear ft.	176	0	0	118	58
Bearings
Elastomeric Bearing	each	12	11	1	0	0
Steel Protective Coating	sq. ft.	48	40	4	0	4
Fixed Bearing	each	4	4	0	0	0
Steel Protective Coating	sq. ft.	16	12	0	0	4
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	792	792	0	0	0
Steel Protective Coating	sq. ft.	5,544	5,544	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	780	780	0	0	0

© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1393503