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RTE 907P over Harlem River DR N, RTE 9

New York County, New York

Map

Coordinates:
+40.79994, -73.92989
40°47'60" N, 73°55'48" W

Facts

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

Name:	RTE 907P over Harlem River DR N, RTE 9
Structure number:	00000000224005A
Location:	OVER HARLEM RVR IN HARLEM
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	105.0 ft. `[32.0 m]`
Total length:	816.0 ft. `[248.7 m]`
Roadway width between curbs:	31.5 ft. `[9.6 m]`
Deck width edge-to-edge:	34.5 ft. `[10.5 m]`
Vertical clearance above deck:	14.4 ft. `[4.4 m]`
Vertical clearance below bridge:	14.4 ft. `[4.4 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	2010
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	11
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
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: October 2016

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Truck traffic:	5% of total traffic
Deck condition:	Excellent `[9 out of 9]`
Superstructure condition:	Excellent `[9 out of 9]`
Substructure condition:	Excellent `[9 out of 9]`
Structural appraisal:	Superior to present desirable criteria `[9]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	58.9 tons `[53.5 metric tons]`
Inventory rating:	45.9 tons `[41.7 metric tons]`
Sufficiency rating:	91.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$15,892,000

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
October 2016	91.0	Good	Excellent	Excellent	Excellent	-	-
November 2014	82.6	Good	Excellent	Excellent	Excellent	-	61022
November 2012	82.6	Good	Excellent	Excellent	Excellent	-	61022
December 2010	84.7	Good	Excellent	Excellent	Excellent	-	61022
June 2008	50.7	Poor	Poor	Fair	Satisfactory	SD	61022
June 2006	50.7	Poor	Poor	Fair	Satisfactory	SD	61022
August 2004	36.8	Poor	Poor	Fair	Satisfactory	SD	61022
June 2002	41.3	Poor	Poor	Fair	Satisfactory	SD	20000
June 2000	41.3	Poor	Poor	Fair	Satisfactory	SD	20000
March 1998	49.0	Poor	Poor	Satisfactory	Satisfactory	SD	20000
June 1996	17.4	Poor	Poor	Poor	Poor	SD	20000
June 1995	0.0	Poor	Poor	Serious	Poor	SD	20000
August 1994	0.0	Poor	Poor	Serious	Poor	SD	20000
June 1992	0.0	Poor	Poor	Serious	Poor	SD	20000
June 1990	0.0	Poor	Serious	Serious	Poor	SD	20000

© Copyright 2012-18, 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/1385031