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227 STREET over BAD RV
Map
Coordinates:
+44.11870, -100.92057
44°07'07" N, 100°55'14" W
+44.11870, -100.92057
44°07'07" N, 100°55'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 227 STREET over BAD RV |
| Structure number: | 000000038072033 |
| Location: | 9.8W & 15.7N MURDO |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 127.0 ft. [38.7 m] |
| Total length: | 198.2 ft. [60.4 m] |
| Roadway width between curbs: | 17.1 ft. [5.2 m] |
| Deck width edge-to-edge: | 19.4 ft. [5.9 m] |
| Vertical clearance above deck: | 14.1 ft. [4.3 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1918 |
| Year reconstructed: | 1970 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 6 [as of 2016] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 37.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $175,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Poor | Serious | Poor | Poor | 6 | 37.8 |
| July 2016 | Poor | Serious | Poor | Poor | 6 | 37.8 |
| July 2014 | Poor | Serious | Poor | Satisfactory | 6 | 39.4 |
| July 2012 | Poor | Serious | Poor | Satisfactory | 6 | 39.4 |
| July 2010 | Poor | Serious | Poor | Satisfactory | 6 | 39.4 |
| August 2008 | Poor | Serious | Poor | Satisfactory | 6 | 39.4 |
| June 2006 | Poor | Serious | Poor | Satisfactory | 6 | 39.4 |
| July 2004 | Poor | Serious | Poor | Satisfactory | 6 | 39.4 |
| April 2002 | Poor | Serious | Poor | Satisfactory | 6 | 39.4 |
| October 2000 | Poor | Serious | Poor | Satisfactory | 6 | 39.4 |
| July 1998 | Poor | Serious | Fair | Satisfactory | 6 | 47.4 |
| August 1996 | Fair | Fair | Satisfactory | Satisfactory | 6 | 60.9 |
| July 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 6 | 53.6 |
| October 1992 | Poor | Satisfactory | Poor | Satisfactory | 6 | 28.5 |
| August 1990 | Poor | Satisfactory | Poor | Satisfactory | 6 | 29.5 |
© 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/1492599
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1492599