SR-19 over OKLAWAHA - N. CHANNEL
Map
Coordinates:
+29.48388, -81.7417629°29'02" N, 81°44'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-19 over OKLAWAHA - N. CHANNEL |
Structure number: | 760036 |
Location: | 12.9 MI. S. OF SR-20 |
Purpose: | Carries highway over relief for waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 294.0 ft. [89.6 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 7 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,700 [as of 2017] |
Truck traffic: | 8% 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: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 66.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Good | Good | Satisfactory | 3700 | 66.8 |
May 2016 | Fair | Good | Good | Satisfactory | 3000 | 69.3 |
May 2014 | Fair | Good | Good | Satisfactory | 2700 | 73.5 |
May 2012 | Fair | Good | Very Good | Satisfactory | 2900 | 69.7 |
May 2010 | Fair | Good | Very Good | Satisfactory | 2900 | 69.7 |
May 2008 | Good | Good | Very Good | Good | 2900 | 70.7 |
May 2006 | Good | Good | Very Good | Good | 2800 | 71.2 |
May 2004 | Good | Good | Very Good | Good | 3300 | 69.1 |
June 2002 | Good | Good | Very Good | Good | 3400 | 68.7 |
June 2000 | Good | Good | Very Good | Good | 2800 | 71.2 |
June 1998 | Good | Good | Very Good | Good | 2700 | 80.2 |
June 1996 | Good | Good | Very Good | Good | 2500 | 80.9 |
June 1994 | Good | Good | Very Good | Good | 2590 | 80.7 |
May 1992 | Good | Good | Very Good | Good | 3106 | 70.0 |
March 1990 | Good | Good | Very Good | Very Good | 2600 | 74.0 |