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C3014 over WILLIAMS RIVER

Windham County, Vermont

Map

Coordinates:
+43.21177, -72.53554
43°12'42" N, 72°32'08" W

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Facts

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

Name:	C3014 over WILLIAMS RIVER
Structure number:	101314004013141
Location:	0.2 MI TO JCT W VT103
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	73.2 ft. `[22.3 m]`
Total length:	103.0 ft. `[31.4 m]`
Roadway width between curbs:	12.5 ft. `[3.8 m]`
Deck width edge-to-edge:	14.1 ft. `[4.3 m]`
Vertical clearance above deck:	10.2 ft. `[3.1 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	1868
Year reconstructed:	2010
Historic significance:	Bridge is on the National Register of Historic Places `[1]`
Main span material:	Wood or timber `[7]`
Main span design:	Truss - Thru `[10]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:	Good
Status:	Posted for load `[P]`
Average daily traffic:	75 `[as of 2009]`
Truck traffic:	2% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	31.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$756,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Good	Very Good	Good	Good	75	31.8
October 2016	Good	Very Good	Good	Good	75	31.8
October 2014	Good	Very Good	Good	Good	75	31.8
October 2012	Good	Very Good	Good	Good	75	28.7
December 2011	Good	Very Good	Good	Good	75	0.0
August 2010	Good	Very Good	Good	Good	75	31.8
September 2008	Poor	Satisfactory	Poor	Good	100	14.0
June 2006	Poor	Good	Poor	Good	100	14.0
June 2004	Poor	Good	Poor	Good	100	34.9
July 2002	Poor	Poor	Poor	Satisfactory	100	31.9
November 2000	Poor	Poor	Poor	Satisfactory	100	31.9
September 1998	Poor	Poor	Poor	Satisfactory	100	0.0
August 1996	Poor	Poor	Fair	Satisfactory	100	18.6
August 1994	Fair	Fair	Fair	Satisfactory	100	20.5
January 1994	Fair	Fair	Fair	Fair	100	20.5
July 1992	Poor	Fair	Fair	Serious	100	16.0
September 1991	Poor	Fair	Fair	Serious	100	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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