C3016 over TABOR BRANCH WAITS RIVER
Map
Coordinates:
+44.06425, -72.2227244°03'51" N, 72°13'22" W
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 |