SR 65 over Popular Branch
Map
Coordinates:
+29.93559, -84.9767529°56'08" N, 84°58'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 65 over Popular Branch |
Structure number: | 490022 |
Location: | 18.9 Miles N OF US98 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 10.2 ft. [3.1 m] |
Total length: | 20.7 ft. [6.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1948 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,612 [as of 2016] |
Truck traffic: | 16% of total traffic |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 84.6 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
June 2017 | Fair | 5 out of 10 | 1612 | 84.6 |
July 2015 | Fair | 5 out of 10 | 1423 | 85.0 |
July 2014 | Fair | 5 out of 10 | 1395 | 85.1 |
July 2012 | Fair | 6 out of 10 | 694 | 97.7 |
July 2010 | Fair | 6 out of 10 | 689 | 97.7 |
August 2008 | Good | 7 out of 10 | 687 | 97.7 |
September 2006 | Good | 7 out of 10 | 800 | 97.5 |
October 2004 | Good | 7 out of 10 | 707 | 98.7 |
October 2002 | Good | 7 out of 10 | 639 | 97.4 |
November 2000 | Good | 7 out of 10 | 612 | 96.8 |
December 1998 | Good | 7 out of 10 | 550 | 96.9 |
January 1997 | Good | 7 out of 10 | 1050 | 96.0 |
January 1995 | Good | 7 out of 10 | 1250 | 95.7 |
January 1993 | Good | 7 out of 10 | 1177 | 95.9 |
February 1991 | Good | 7 out of 10 | 956 | 86.5 |