FM over SMALL
Map
Coordinates:
+42.71885, -92.2582742°43'08" N, 92°15'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM over SMALL |
Structure number: | 000000000363195 |
Location: | 091120302 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1989 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Concrete [1] |
Main span design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 720 [as of 2017] |
Truck traffic: | 14% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
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] |
Sufficiency rating: | 92.7 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
July 2017 | Good | 7 out of 10 | 720 | 92.7 |
June 2015 | Good | 7 out of 10 | 810 | 92.7 |
June 2013 | Good | 7 out of 10 | 750 | 92.7 |
June 2011 | Good | N out of 10 | 1290 | 92.6 |
June 2009 | Good | 7 out of 10 | 1390 | 89.3 |
June 2007 | Good | 7 out of 10 | 1390 | 89.6 |
February 2005 | Good | 8 out of 10 | 1390 | 89.6 |
April 2003 | Good | 8 out of 10 | 1240 | 89.6 |
July 2001 | - | N out of 10 | 1240 | 89.6 |
December 1998 | Good | 9 out of 10 | 1220 | 99.8 |
August 1996 | Good | 9 out of 10 | 1040 | 99.9 |
March 1994 | - | N out of 10 | 1040 | 99.8 |
August 1991 | - | N out of 10 | 1070 | 99.8 |