SR 65 over Cash Creek
Map
Coordinates:
+29.82000, -84.8504829°49'12" N, 84°51'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 65 over Cash Creek |
Structure number: | 490033 |
Location: | 4.7 MI N OF US98 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 319.9 ft. [97.5 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 47.2 ft. [14.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1991 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 10 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
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 |
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: | Superior to present desirable criteria [9] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Good | Good | Satisfactory | 1612 | 96.4 |
July 2015 | Fair | Good | Good | Fair | 1423 | 85.4 |
July 2013 | Fair | Good | Good | Fair | 1395 | 85.4 |
August 2011 | Fair | Good | Good | Fair | 1250 | 85.8 |
August 2010 | Fair | Good | Good | Satisfactory | 1350 | 97.0 |
September 2008 | Good | Very Good | Very Good | Good | 1450 | 96.8 |
October 2006 | Good | Very Good | Very Good | Good | 1500 | 96.7 |
November 2004 | Good | Very Good | Very Good | Good | 1550 | 96.6 |
November 2002 | Good | Very Good | Very Good | Good | 1400 | 96.9 |
December 2000 | Good | Very Good | Very Good | Good | 1150 | 97.5 |
January 1999 | Good | Very Good | Very Good | Good | 1350 | 97.1 |
January 1998 | Good | Very Good | Very Good | Good | 1000 | 98.4 |
January 1996 | Good | Very Good | Very Good | Very Good | 1200 | 98.1 |
January 1994 | Good | Very Good | Very Good | Very Good | 1031 | 98.4 |
March 1992 | Good | Excellent | Excellent | Excellent | 1177 | 98.1 |