BARDIN RD (CR309D) over ETONIA CREEK
Map
Coordinates:
+29.71472, -81.7250029°42'53" N, 81°43'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BARDIN RD (CR309D) over ETONIA CREEK |
Structure number: | 764006 |
Location: | 2.5 MI NORTH OF SR 100 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 45.9 ft. [14.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1974 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Aluminum, Wrought Iron or Cast Iron [9] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,521 [as of 2017] |
Truck traffic: | 10% 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 minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
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: | 86.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $914,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
February 2017 | Fair | 5 out of 10 | 1521 | 86.3 |
February 2015 | Fair | 5 out of 10 | 1521 | 86.3 |
February 2013 | Poor | 4 out of 10 | 1521 | 69.8 |
February 2011 | Poor | 4 out of 10 | 1521 | 69.8 |
February 2009 | Poor | 4 out of 10 | 1521 | 70.3 |
February 2007 | Poor | 4 out of 10 | 1521 | 70.3 |
February 2005 | Poor | 4 out of 10 | 1521 | 70.3 |
February 2003 | Poor | 4 out of 10 | 1521 | 57.9 |
February 2001 | Poor | 4 out of 10 | 1521 | 57.9 |
February 1999 | Poor | 4 out of 10 | 1521 | 50.5 |
February 1997 | Fair | 5 out of 10 | 1521 | 48.6 |
April 1995 | Good | 7 out of 10 | 1521 | 97.9 |
April 1993 | Good | 7 out of 10 | 1521 | 97.9 |
May 1991 | Fair | 6 out of 10 | 1526 | 97.9 |