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N.6-14.6 MINOR over LINDSEY CREEK
Map
Coordinates:
+39.10844, -97.67827
39°06'30" N, 97°40'42" W
+39.10844, -97.67827
39°06'30" N, 97°40'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | N.6-14.6 MINOR over LINDSEY CREEK |
| Structure number: | 000720783504226 |
| Location: | 1.5E 0.5S OF MINNEAPOLIS |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 109.9 ft. [33.5 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2013 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 60 [as of 2001] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 80.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| February 2018 | Good | Good | Very Good | Very Good | 60 | 80.4 |
| February 2016 | Good | Good | Very Good | Very Good | 60 | 80.4 |
| December 2013 | Good | Very Good | Very Good | Very Good | 60 | 79.4 |
| February 2013 | Good | Very Good | Very Good | Very Good | 60 | 79.4 |
| December 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 60 | 39.5 |
| November 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 60 | 39.5 |
| February 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 60 | 39.5 |
| March 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 60 | 43.5 |
| December 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 60 | 43.5 |
| December 1999 | Fair | Satisfactory | Satisfactory | Good | 60 | 39.7 |
| December 1997 | Fair | Satisfactory | Satisfactory | Good | 60 | 39.7 |
| December 1995 | Fair | Satisfactory | Satisfactory | Good | 60 | 39.5 |
| October 1993 | Fair | Satisfactory | Satisfactory | Good | 60 | 39.5 |
| October 1991 | Fair | Satisfactory | Satisfactory | Good | 60 | 39.5 |
© 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/1196015
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1196015