IRR COUNTY ROAD over ANTELOPE CK
Map
Coordinates:
+43.27990, -100.5508343°16'48" N, 100°33'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IRR COUNTY ROAD over ANTELOPE CK |
Structure number: | 000000061350076 |
Location: | 1.7S 5.0E MISSION |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 24.6 ft. [7.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1994 |
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: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 27 [as of 2015] |
Truck traffic: | 3% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 92.8 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
July 2017 | Good | 7 out of 10 | 27 | 92.8 |
July 2013 | Good | 7 out of 10 | 27 | 100.0 |
October 2009 | Good | 7 out of 10 | 27 | 100.0 |
October 2005 | Good | 7 out of 10 | 27 | 100.0 |
September 2003 | Good | 8 out of 10 | 27 | 100.0 |
October 2001 | Good | 8 out of 10 | 27 | 100.0 |
October 1999 | Good | 8 out of 10 | 27 | 100.0 |
June 1997 | Good | 8 out of 10 | 27 | 100.0 |
May 1995 | Good | 8 out of 10 | 27 | 100.0 |
August 1994 | Good | 8 out of 10 | 27 | 100.0 |
June 1993 | Poor | N out of 10 | 27 | 33.9 |
May 1991 | Poor | N out of 10 | 27 | 39.0 |