Share: 
TWP 740 over PELICAN RIVER
Map
Coordinates:
+46.72238, -95.91540
46°43'21" N, 95°54'55" W
+46.72238, -95.91540
46°43'21" N, 95°54'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | TWP 740 over PELICAN RIVER |
| Structure number: | 03J28 |
| Location: | 0.5 MI NW OF S CO LINE |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 21.7 ft. [6.6 m] |
| Skew angle: | 1° |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 2004 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 25 [as of 2004] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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 |
| Estimated cost of work: | $1,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2018 | Good | 8 out of 10 | 25 | 100.0 |
| September 2016 | Good | 8 out of 10 | 25 | 99.0 |
| September 2014 | Good | 8 out of 10 | 25 | 100.0 |
| September 2013 | Good | 8 out of 10 | 25 | 100.0 |
| July 2012 | Good | 8 out of 10 | 25 | 100.0 |
| November 2010 | Good | 8 out of 10 | 25 | 98.0 |
| August 2008 | Good | 8 out of 10 | 25 | 98.0 |
| September 2006 | Good | 8 out of 10 | 25 | 94.0 |
| October 2005 | Good | 9 out of 10 | 25 | 94.0 |
| January 2004 | Good | 9 out of 10 | 25 | 94.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 128 | 128 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 52 | 52 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 172 | 172 | 0 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1258941
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1258941