CO RD 19 over BEAVERDAM CREEK
Map
Coordinates:
+32.31831, -85.8197632°19'06" N, 85°49'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CO RD 19 over BEAVERDAM CREEK |
Structure number: | 008293 |
Old structure number: | 0000001944025X0 (from 1992 edition) |
Location: | 4.9 MILES SOUTH US80/SR8 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 32.5 ft. [9.9 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 45.6 ft. [13.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1964 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 60 [as of 2015] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.0 |
Estimated cost of work: | $474,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
March 2017 | Fair | 6 out of 10 | 60 | 99.0 |
March 2015 | Fair | 6 out of 10 | 60 | 99.0 |
March 2013 | Fair | 6 out of 10 | 60 | 100.0 |
March 2011 | Fair | 6 out of 10 | 60 | 79.7 |
March 2009 | Fair | 6 out of 10 | 60 | 79.7 |
March 2007 | Fair | 6 out of 10 | 60 | 79.5 |
April 2005 | Fair | 6 out of 10 | 60 | 79.5 |
February 2003 | Fair | 6 out of 10 | 60 | 79.5 |
February 2001 | Fair | 6 out of 10 | 60 | 79.5 |
January 1999 | Fair | 6 out of 10 | 60 | 79.7 |
February 1997 | Good | 7 out of 10 | 60 | 79.5 |
February 1995 | Good | 7 out of 10 | 60 | 76.5 |
March 1993 | Good | 7 out of 10 | 60 | 79.5 |
February 1990 | Good | 7 out of 10 | 60 | 86.5 |