FM over SMALL STREAM
Map
Coordinates:
+42.77393, -92.8932742°46'26" N, 92°53'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM over SMALL STREAM |
Structure number: | 000000000088761 |
Location: | 092171903 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 11.2 ft. [3.4 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 2005 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: April 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 350 [as of 2013] |
Truck traffic: | 11% of total traffic |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 100.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
April 2016 | Good | 8 out of 10 | 350 | 100.0 |
April 2014 | Good | 8 out of 10 | 350 | 100.0 |
April 2012 | Good | 9 out of 10 | 400 | 99.9 |
May 2010 | Good | 9 out of 10 | 400 | 99.9 |
May 2008 | Good | 9 out of 10 | 450 | 96.9 |
January 2008 | Good | 9 out of 10 | 450 | 96.9 |
January 2007 | Good | 9 out of 10 | 450 | 96.9 |
July 2005 | Good | 9 out of 10 | 450 | 96.9 |