ROUTE 80 over HAMMONASSET RIVER
Map
Coordinates:
+41.35721, -72.6126041°21'26" N, 72°36'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROUTE 80 over HAMMONASSET RIVER |
Structure number: | 01132 |
Location: | 1.4 MI E OF ROUTE 79 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 230.0 ft. [70.1 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1934 |
Year reconstructed: | 1970 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | M 18 / H 20 [4] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,600 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 60.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Fair | Fair | Fair | 4600 | 60.5 |
August 2016 | Fair | Fair | Fair | Fair | 4000 | 61.6 |
August 2014 | Fair | Fair | Fair | Fair | 4000 | 60.6 |
August 2012 | Fair | Fair | Fair | Fair | 4300 | 60.1 |
September 2010 | Fair | Fair | Fair | Fair | 4400 | 59.9 |
August 2008 | Fair | Fair | Satisfactory | Fair | 4500 | 60.7 |
January 2006 | Fair | Fair | Satisfactory | Fair | 4600 | 60.5 |
February 2004 | Fair | Fair | Satisfactory | Fair | 4700 | 60.3 |
January 2002 | Fair | Satisfactory | Satisfactory | Fair | 7100 | 57.1 |
March 2000 | Fair | Satisfactory | Satisfactory | Fair | 6900 | 57.5 |
February 1998 | Fair | Satisfactory | Satisfactory | Fair | 4400 | 62.0 |
December 1996 | Poor | Poor | Poor | Poor | 4400 | 39.0 |
December 1994 | Poor | Poor | Poor | Fair | 3700 | 41.1 |
June 1992 | Poor | Poor | Poor | Fair | 3700 | 41.1 |
June 1990 | Fair | Fair | Fair | Fair | 4400 | 61.0 |