227 STREET over WHITE CLAY CK
Map
Coordinates:
+44.10355, -100.7309944°06'13" N, 100°43'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 227 STREET over WHITE CLAY CK |
Structure number: | 000000038168045 |
Location: | 14.5N & 0.2W MURDO |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 84.6 ft. [25.8 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1965 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 21 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 35.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $150,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Poor | Fair | Poor | Fair | 21 | 35.8 |
July 2016 | Poor | Fair | Critical | Fair | 21 | 35.8 |
July 2014 | Poor | Fair | Critical | Fair | 21 | 35.8 |
July 2012 | Poor | Fair | Poor | Fair | 21 | 35.8 |
July 2010 | Poor | Fair | Poor | Fair | 21 | 35.8 |
August 2008 | Fair | Fair | Fair | Fair | 21 | 46.4 |
June 2006 | Fair | Satisfactory | Fair | Fair | 21 | 47.4 |
July 2004 | Fair | Satisfactory | Fair | Fair | 21 | 47.4 |
April 2002 | Fair | Satisfactory | Fair | Satisfactory | 21 | 47.4 |
August 2000 | Fair | Satisfactory | Fair | Satisfactory | 21 | 47.4 |
July 1998 | Fair | Satisfactory | Fair | Good | 21 | 47.4 |
August 1996 | Fair | Fair | Fair | Satisfactory | 21 | 46.4 |
July 1994 | Fair | Satisfactory | Fair | Satisfactory | 21 | 37.8 |
October 1992 | Fair | Satisfactory | Fair | Satisfactory | 21 | 38.8 |
August 1990 | Fair | Satisfactory | Fair | Good | 21 | 38.8 |