SR 65 over Black Creek
Map
Coordinates:
+30.02612, -84.9818230°01'34" N, 84°58'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 65 over Black Creek |
Structure number: | 560053 |
Location: | SUMATRA |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 27.6 ft. [8.4 m] |
Total length: | 259.9 ft. [79.2 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1976 |
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: | 8 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 650 [as of 2016] |
Truck traffic: | 21% 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: | Equal to present desirable criteria [8] |
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: | 95.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Good | Good | Satisfactory | 650 | 95.4 |
October 2015 | Fair | Good | Good | Satisfactory | 550 | 95.0 |
November 2013 | Fair | Good | Good | Satisfactory | 1395 | 92.0 |
December 2011 | Fair | Good | Good | Satisfactory | 695 | 94.5 |
January 2010 | Good | Good | Good | Good | 687 | 94.5 |
February 2008 | Good | Good | Good | Good | 717 | 97.4 |
March 2006 | Good | Good | Good | Good | 800 | 97.1 |
March 2004 | Good | Good | Good | Good | 707 | 97.4 |
April 2002 | Good | Good | Good | Good | 639 | 97.6 |
May 2000 | Good | Good | Good | Good | 612 | 97.7 |
June 1998 | Good | Good | Good | Good | 600 | 97.8 |
August 1996 | Good | Good | Good | Good | 2800 | 90.5 |
September 1994 | Good | Good | Good | Good | 2400 | 81.1 |
October 1992 | Good | Good | Good | Good | 2568 | 81.1 |
October 1990 | Good | Good | Good | Good | 956 | 89.4 |