SR 65 over New River
Map
Coordinates:
+30.21927, -84.8911830°13'09" N, 84°53'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 65 over New River |
Structure number: | 560055 |
Location: | 13.6 Mi S OF HOSFORD |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 37.4 ft. [11.4 m] |
Total length: | 149.9 ft. [45.7 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 39.7 ft. [12.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 500 [as of 2016] |
Truck traffic: | 16% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 98.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Good | Good | Satisfactory | 500 | 98.1 |
October 2015 | Fair | Good | Good | Satisfactory | 350 | 98.6 |
November 2013 | Fair | Good | Good | Satisfactory | 400 | 98.4 |
December 2011 | Fair | Good | Good | Satisfactory | 400 | 98.4 |
January 2010 | Good | Good | Good | Good | 500 | 98.1 |
February 2008 | Good | Good | Good | Good | 450 | 98.3 |
March 2006 | Good | Good | Good | Good | 650 | 97.6 |
March 2004 | Good | Good | Very Good | Good | 600 | 97.8 |
April 2002 | Good | Good | Very Good | Good | 500 | 98.1 |
May 2000 | Good | Good | Very Good | Good | 400 | 98.4 |
June 1998 | Good | Good | Very Good | Good | 400 | 98.6 |
August 1996 | Good | Good | Very Good | Good | 2800 | 89.7 |
September 1994 | Good | Good | Very Good | Good | 2400 | 91.2 |
October 1992 | Good | Good | Very Good | Good | 2568 | 90.7 |
October 1990 | Good | Good | Very Good | Good | 956 | 96.8 |