Share:

RTE 82 over E B WAPPINGER CRK

Dutchess County, New York

Map

Coordinates:
+41.80168, -73.75728
41°48'06" N, 73°45'26" W

View more info at Bridgehunter.com

Facts

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

Name:	RTE 82 over E B WAPPINGER CRK
Structure number:	000000001032360
Location:	2.25 KM N JCT US44 & SH82
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	96.8 ft. `[29.5 m]`
Total length:	98.1 ft. `[29.9 m]`
Roadway width between curbs:	31.5 ft. `[9.6 m]`
Deck width edge-to-edge:	34.8 ft. `[10.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	2002
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Tee beam `[04]`
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: September 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,827 `[as of 2014]`
Truck traffic:	9% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	88.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$1,326,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Fair	Satisfactory	Very Good	Good	2827	88.0
October 2015	Fair	Satisfactory	Very Good	Very Good	2877	88.0
October 2013	Fair	Satisfactory	Very Good	Very Good	2877	88.0
October 2011	Fair	Satisfactory	Very Good	Very Good	2900	88.0
October 2009	Good	Very Good	Excellent	Excellent	2963	88.9
October 2007	Good	Very Good	Excellent	Excellent	3439	88.4
October 2005	Good	Very Good	Excellent	Excellent	3415	88.5
November 2003	Good	Excellent	Excellent	Excellent	3415	81.9
April 2001	Poor	Poor	Fair	Fair	2016	50.4
November 1999	Poor	Poor	Fair	Fair	2229	49.8
November 1997	Poor	Poor	Fair	Fair	1625	53.8
November 1996	Poor	Poor	Poor	Poor	1625	35.8
November 1995	Poor	Poor	Serious	Serious	1625	10.5
November 1993	Poor	Poor	Fair	Fair	1625	53.6
September 1991	Poor	Poor	Fair	Fair	2266	49.4

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	470	470	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,475	3,155	250	70	0
Wearing Surfaces	sq. ft.	3,145	2,895	250	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	108	93	15	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	200	0	150	50	0
Steel Protective Coating	sq. ft.	1,725	0	875	800	50

© Copyright 2012-20, 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/1378641