CAMP CROOK RD over CK
Map
Coordinates:
+45.61394, -103.9769445°36'50" N, 103°58'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CAMP CROOK RD over CK |
Structure number: | 000000032040232 |
Location: | 2.2N & 21.0W BUFFALO |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 15.1 ft. [4.6 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Other [9] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 97 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 83.9 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $5,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Satisfactory | Fair | 97 | 83.9 |
June 2016 | Fair | Satisfactory | Satisfactory | Fair | 97 | 83.9 |
June 2014 | Fair | Satisfactory | Satisfactory | Fair | 97 | 83.9 |
June 2012 | Fair | Satisfactory | Satisfactory | Fair | 97 | 85.4 |
June 2010 | Poor | Satisfactory | Satisfactory | Poor | 97 | 69.3 |
October 2008 | Poor | Satisfactory | Satisfactory | Poor | 97 | 69.3 |
October 2006 | Fair | Satisfactory | Satisfactory | Fair | 97 | 85.4 |
July 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 97 | 96.4 |
May 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 97 | 96.4 |
June 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 97 | 96.4 |
June 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 97 | 96.4 |
August 1996 | Good | Good | Good | Good | 97 | 96.4 |
October 1994 | Good | Good | Good | Good | 97 | 92.3 |
October 1992 | Good | Good | Good | Good | 97 | 87.6 |
September 1990 | Good | Good | Good | Good | 97 | 87.6 |