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C3016 over TABOR BRANCH WAITS RIVER

Orange County, Vermont

Map

Coordinates:
+44.06425, -72.22272
44°03'51" N, 72°13'22" W

View more info at Bridgehunter.com

Facts

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

Name:	C3016 over TABOR BRANCH WAITS RIVER
Structure number:	100905003609051
Location:	0.1 MI JCT TH 16 + TH 1
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	60.0 ft. `[18.3 m]`
Total length:	63.0 ft. `[19.2 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	2015
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	60 `[as of 2014]`
Truck traffic:	2% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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 determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	94.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Good	Very Good	Very Good	Very Good	60	94.6
December 2015	Good	Very Good	Very Good	Very Good	60	94.6
October 2013	Fair	Satisfactory	Fair	Satisfactory	80	16.7
June 2011	Fair	Satisfactory	Fair	Satisfactory	80	16.7
May 2009	Fair	Satisfactory	Fair	Satisfactory	80	16.7
November 2007	Fair	Satisfactory	Fair	Satisfactory	80	16.7
September 2005	Fair	Satisfactory	Satisfactory	Satisfactory	80	60.5
April 2003	Poor	Satisfactory	Poor	Fair	80	37.4
November 2001	Poor	Good	Poor	Fair	80	39.6
May 1999	Fair	Fair	Fair	Fair	80	16.7
August 1997	Fair	Satisfactory	Fair	Fair	80	18.4
October 1995	Fair	Satisfactory	Fair	Fair	80	18.4
June 1993	Poor	Poor	Fair	Fair	80	48.3
June 1991	Fair	Fair	Fair	Fair	80	48.3

© 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/1586263