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PULP MILL ROAD over CHATEAUGAY RIVER

Franklin County, New York

Map

Coordinates:
+44.90652, -74.08786
44°54'23" N, 74°05'16" W

View more info at Bridgehunter.com

Facts

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

Name:	PULP MILL ROAD over CHATEAUGAY RIVER
Structure number:	000000003337650
Location:	1 MI SW OF CHATEAUGAY
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	123.0 ft. `[37.5 m]`
Total length:	128.0 ft. `[39.0 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	27.2 ft. `[8.3 m]`
Skew angle:	30°
Owner:	County Highway Agency `[02]`
Year built:	2011
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span 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: May 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	307 `[as of 2014]`
Truck traffic:	5% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Excellent `[9 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations (including piles) on dry land well above flood water elevations. `[9]`
Sufficiency rating:	89.9
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$1,128,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Good	Very Good	Excellent	Very Good	307	89.9
August 2015	Good	Very Good	Excellent	Very Good	311	89.9
November 2013	Good	Very Good	Excellent	Very Good	303	89.9
October 2011	Good	Excellent	Excellent	Very Good	300	89.9
March 2011	Poor	Fair	Serious	Poor	279	17.3
September 2009	Poor	Fair	Serious	Poor	272	17.4
October 2008	Poor	Fair	Serious	Poor	279	17.3
August 2007	Poor	Satisfactory	Serious	Poor	279	21.4
July 2006	Poor	Satisfactory	Poor	Poor	279	35.9
August 2005	Poor	Fair	Poor	Poor	279	34.9
September 2004	Poor	Fair	Poor	Poor	279	34.9
October 2003	Poor	Fair	Poor	Poor	279	34.9
October 2002	Poor	Fair	Poor	Poor	279	34.7
August 2000	Poor	Good	Satisfactory	Poor	279	35.7
October 1998	Poor	Poor	Fair	Poor	279	32.7
October 1996	Poor	Poor	Poor	Poor	279	32.5
August 1994	Poor	Poor	Poor	Poor	250	32.5
August 1992	Poor	Poor	Fair	Poor	250	37.2
October 1990	Poor	Poor	Fair	Poor	250	37.2

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
Steel Girder/Beam	linear ft.	500	500	0	0	0
Steel Protective Coating	sq. ft.	6,548	6,548	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,500	3,500	0	0	0
Wearing Surfaces	sq. ft.	3,077	3,077	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	94	94	0	0	0
Bearings
Elastomeric Bearing	each	8	8	0	0	0
Steel Protective Coating	sq. ft.	24	24	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	256	256	0	0	0
Steel Protective Coating	sq. ft.	1,526	1,526	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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