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LEWIS-WADHAM ROAD over BRANCH BROOK

Essex County, New York

Map

Coordinates:
+44.27103, -73.55714
44°16'16" N, 73°33'26" W

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Facts

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

Name:	LEWIS-WADHAM ROAD over BRANCH BROOK
Structure number:	000000003302630
Location:	.5 MI E LEWIS
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	32.2 ft. `[9.8 m]`
Roadway width between curbs:	27.2 ft. `[8.3 m]`
Deck width edge-to-edge:	30.5 ft. `[9.3 m]`
Owner:	County Highway Agency `[02]`
Year built:	1950
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Culvert `[19]`
Deck type:	Not applicable `[N]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	153 `[as of 2017]`
Truck traffic:	6% of total traffic
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]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Culvert condition:	Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. `[5]`
Scour condition:	Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. `[2]`
Sufficiency rating:	83.4
Recommended work:	Bridge deck replacement with only incidental widening. `[37]`
Estimated cost of work:	$349,000

Previous Inspections

Date	Condition	Culvert Condition	ADT	Suff. Rating
May 2018	Fair	5 out of 10	153	83.4
June 2017	Fair	5 out of 10	260	81.9
May 2016	Fair	5 out of 10	272	81.8
May 2015	Fair	6 out of 10	270	90.9
June 2014	Fair	6 out of 10	270	90.9
July 2012	Good	7 out of 10	270	90.9
August 2010	Fair	N out of 10	311	90.8
September 2008	Fair	N out of 10	311	90.8
August 2006	Fair	N out of 10	311	90.8
September 2004	Fair	N out of 10	311	79.8
July 2002	Fair	N out of 10	311	79.4
September 2000	Fair	6 out of 10	100	93.1
August 1998	Fair	N out of 10	100	82.0
June 1996	Fair	N out of 10	100	83.8
June 1994	Fair	N out of 10	100	82.8
April 1992	Fair	N out of 10	100	82.8
August 1990	Fair	N out of 10	100	83.0

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Abutment	linear ft.	60	0	46	14	0
Reinforced Concrete Pile Cap/Footing	linear ft.	60	0	0	32	28
Culvert
Steel Culvert	linear ft.	30	30	0	0	0
Steel Protective Coating	sq. ft.	1,500	1,425	75	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	78	75	0	3	0
Steel Protective Coating	sq. ft.	289	0	289	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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