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S 253 over DRAINAGE
Map
Coordinates:
+46.96813, -105.52536
46°58'05" N, 105°31'31" W
+46.96813, -105.52536
46°58'05" N, 105°31'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | S 253 over DRAINAGE |
| Structure number: | S00253017+08031 |
| Location: | 17M NW TERRY |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 19.0 ft. [5.8 m] |
| Total length: | 76.1 ft. [23.2 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1940 |
| Year reconstructed: | 2007 |
| 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: | 4 |
| Main spans material: | Wood or timber [7] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 259 [as of 2017] |
| Truck traffic: | 13% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 76.2 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2018 | Fair | Good | Satisfactory | Satisfactory | 259 | 76.2 |
| October 2016 | Fair | Good | Satisfactory | Satisfactory | 320 | 75.9 |
| October 2014 | Fair | Good | Satisfactory | Satisfactory | 310 | 76.0 |
| October 2012 | Fair | Good | Satisfactory | Satisfactory | 310 | 76.0 |
| October 2010 | Fair | Good | Good | Satisfactory | 310 | 76.0 |
| September 2008 | Fair | Good | Good | Satisfactory | 300 | 75.1 |
| January 2007 | Fair | Good | Good | Satisfactory | 130 | 80.4 |
| February 2005 | Fair | Very Good | Satisfactory | Satisfactory | 190 | 80.1 |
| January 2003 | Fair | Very Good | Satisfactory | Satisfactory | 100 | 86.0 |
| November 2000 | Fair | Very Good | Satisfactory | Satisfactory | 100 | 86.0 |
| December 1998 | Fair | Very Good | Satisfactory | Satisfactory | 140 | 80.3 |
| November 1996 | Fair | Good | Satisfactory | Satisfactory | 100 | 84.0 |
| March 1995 | Fair | Good | Good | Satisfactory | 100 | 83.9 |
| September 1992 | Good | Good | Good | Very Good | 89 | 83.9 |
© 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/1318706
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1318706