215TH STREET over CK
Map
Coordinates:
+44.26731, -97.3641844°16'02" N, 97°21'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 215TH STREET over CK |
Structure number: | 000000039243190 |
Location: | 3 N & 2.6 W OLDHAM |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 75 [as of 2015] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Good | Very Good | Satisfactory | 75 | 95.6 |
July 2015 | Fair | Good | Very Good | Satisfactory | 75 | 95.6 |
September 2013 | Good | Good | Very Good | Good | 75 | 95.0 |
October 2011 | Good | Good | Very Good | Good | 75 | 95.0 |
October 2009 | Good | Good | Very Good | Good | 75 | 95.0 |
June 2007 | Good | Good | Very Good | Good | 75 | 93.3 |
August 2005 | Good | Good | Very Good | Good | 75 | 94.5 |
May 2003 | Good | Good | Very Good | Good | 75 | 95.2 |
July 2001 | Good | Good | Very Good | Good | 75 | 95.4 |
October 1999 | Good | Good | Very Good | Good | 75 | 81.1 |
August 1997 | Good | Excellent | Excellent | Excellent | 75 | 89.8 |
August 1995 | Good | Excellent | Excellent | Excellent | 75 | 89.5 |
August 1993 | Good | Excellent | Excellent | Excellent | 75 | 89.5 |
August 1991 | Good | Excellent | Excellent | Excellent | 75 | 89.5 |