FAS 933 over WILLIAMS CREEK
Map
Coordinates:
+31.52346, -84.8154231°31'24" N, 84°48'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | FAS 933 over WILLIAMS CREEK |
Structure number: | 000000006100150 |
Location: | 3.1 MI E OF BLUFFTON |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 19.0 ft. [5.8 m] |
Total length: | 40.0 ft. [12.2 m] |
Skew angle: | 58° |
Owner: | County Highway Agency [02] |
Year built: | 1954 |
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: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: May 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 420 [as of 2012] |
Truck traffic: | 1% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 45.5 tons [41.4 metric tons] |
Inventory rating: | 26.7 tons [24.3 metric tons] |
Sufficiency rating: | 92.5 |
Estimated cost of work: | $234,000 |
Previous Inspections
Date | Suff. Rating | Condition | Culvert Condition | SD/FO | ADT |
---|
May 2015 | 92.5 | Good | 7 out of 10 | - | 420 |
May 2013 | 92.5 | Good | 7 out of 10 | - | 420 |
May 2011 | 92.5 | Good | 7 out of 10 | - | 440 |
May 2009 | 92.5 | Good | 7 out of 10 | - | 370 |
May 2007 | 92.5 | Good | 7 out of 10 | - | 470 |
May 2005 | 92.5 | Good | 7 out of 10 | - | 530 |
April 2003 | 92.5 | Good | 7 out of 10 | - | 500 |
May 2001 | 92.5 | Good | 7 out of 10 | - | 700 |
July 1999 | 92.5 | Good | 7 out of 10 | - | 700 |
June 1997 | 92.5 | Good | 7 out of 10 | - | 475 |
March 1995 | 89.5 | Good | 7 out of 10 | - | 475 |
April 1993 | 89.5 | Good | 7 out of 10 | - | 475 |
May 1991 | 92.5 | Good | 8 out of 10 | - | 475 |