MOHRLE ROAD over CONWAY COHOCTAH DRAIN
Map
Coordinates:
+42.74327, -84.0775142°44'36" N, 84°04'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MOHRLE ROAD over CONWAY COHOCTAH DRAIN |
Structure number: | 000000000005832 |
Old structure number: | 47200036000B010 (from 1992 edition) |
Location: | CONWAY TWP SEC 10-11 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 47.9 ft. [14.6 m] |
Deck width edge-to-edge: | 64.0 ft. [19.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 2007 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Concrete [1] |
Main span design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,909 [as of 2013] |
Truck traffic: | 2% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 96.5 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
October 2017 | Good | 7 out of 10 | 1909 | 96.5 |
October 2015 | Good | 7 out of 10 | 1909 | 96.5 |
October 2013 | Good | 7 out of 10 | 2210 | 96.3 |
October 2011 | Good | 7 out of 10 | 2210 | 96.3 |
August 2009 | Good | 8 out of 10 | 2210 | 33.1 |
September 2007 | Good | 8 out of 10 | 2100 | 93.4 |
June 2005 | Poor | N out of 10 | 1415 | 14.8 |
October 2003 | Poor | N out of 10 | 1415 | 14.8 |
December 1999 | Poor | N out of 10 | 1415 | 14.8 |
October 1999 | Poor | N out of 10 | 1415 | 18.2 |
July 1996 | Poor | N out of 10 | 1415 | 18.2 |
September 1994 | Poor | N out of 10 | 610 | 22.0 |
July 1993 | Poor | N out of 10 | 610 | 22.0 |
July 1991 | Poor | N out of 10 | 610 | 22.0 |