SR 65 over Doyle Creek
Map
Coordinates:
+29.82347, -84.9033729°49'24" N, 84°54'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 65 over Doyle Creek |
Structure number: | 490026 |
Location: | 8.3 Miles N OF US98 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 32.8 ft. [10.0 m] |
Total length: | 220.2 ft. [67.1 m] |
Roadway width between curbs: | 43.6 ft. [13.3 m] |
Deck width edge-to-edge: | 46.3 ft. [14.1 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1980 |
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: | 7 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,612 [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: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 83.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Good | Fair | 1612 | 83.7 |
July 2016 | Fair | Good | Good | Fair | 1526 | 83.6 |
July 2014 | Fair | Good | Good | Fair | 1395 | 83.9 |
July 2012 | Fair | Good | Good | Fair | 1350 | 84.0 |
July 2010 | Fair | Good | Good | Satisfactory | 1350 | 95.4 |
August 2008 | Good | Good | Good | Good | 1450 | 95.2 |
September 2006 | Good | Good | Good | Good | 1500 | 95.1 |
October 2004 | Good | Good | Good | Good | 1550 | 94.0 |
October 2002 | Good | Good | Good | Good | 1400 | 94.6 |
November 2000 | Good | Good | Good | Good | 1150 | 95.8 |
December 1998 | Good | Good | Good | Good | 1400 | 95.3 |
January 1997 | Good | Good | Good | Good | 1050 | 96.0 |
January 1995 | Good | Good | Good | Good | 1250 | 95.7 |
January 1993 | Good | Good | Good | Good | 1177 | 95.9 |
February 1991 | Good | Good | Good | Good | 956 | 86.3 |