CR 336 over TEN MILE CREEK
Map
Coordinates:
+29.16333, -82.6361129°09'48" N, 82°38'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 336 over TEN MILE CREEK |
Structure number: | 340045 |
Location: | 0.2 MI SE OF US 19 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1933 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 400 [as of 2018] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 82.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Good | Good | 400 | 82.8 |
May 2016 | Good | Good | Good | Good | 400 | 82.8 |
May 2014 | Good | Good | Good | Good | 541 | 81.7 |
May 2012 | Good | Good | Good | Good | 541 | 81.7 |
May 2010 | Good | Good | Good | Good | 541 | 83.7 |
May 2008 | Good | Good | Good | Good | 541 | 56.2 |
May 2006 | Good | Good | Good | Good | 541 | 56.2 |
May 2004 | Good | Good | Good | Good | 541 | 56.2 |
May 2002 | Good | Good | Good | Good | 541 | 54.0 |
May 2000 | Good | Good | Good | Good | 501 | 56.1 |
May 1998 | - | - | - | - | 501 | 61.1 |
May 1996 | Good | Good | Good | Good | 501 | 59.6 |
July 1994 | Good | Good | Good | Good | 501 | 55.6 |
July 1992 | Fair | Satisfactory | Good | Good | 371 | 54.0 |
August 1990 | Fair | Satisfactory | Good | Good | 371 | 54.0 |