PICKARD ROAD over NORTH BR CHIPPEWA RIVER
Map
Coordinates:
+43.61182, -84.8633443°36'43" N, 84°51'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PICKARD ROAD over NORTH BR CHIPPEWA RIVER |
Structure number: | 000000000004339 |
Old structure number: | 37305H00014B030 (from 1992 edition) |
Location: | SEC 12-13 DEERFIELD TWP |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 46.9 ft. [14.3 m] |
Total length: | 50.9 ft. [15.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1938 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 4,252 [as of 2015] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 51.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Fair | Fair | Satisfactory | 4252 | 51.0 |
April 2016 | Fair | Fair | Fair | Satisfactory | 4252 | 51.0 |
April 2015 | Fair | Fair | Fair | Satisfactory | 2605 | 52.4 |
July 2012 | Fair | Fair | Fair | Satisfactory | 369 | 59.0 |
July 2010 | Fair | Fair | Fair | Satisfactory | 369 | 59.0 |
July 2008 | Fair | Fair | Fair | Satisfactory | 369 | 59.0 |
July 2006 | Fair | Fair | Satisfactory | Satisfactory | 369 | 70.0 |
July 2004 | Fair | Fair | Satisfactory | Satisfactory | 369 | 74.5 |
August 2002 | Fair | Fair | Satisfactory | Satisfactory | 369 | 74.5 |
July 2000 | Fair | Good | Good | Satisfactory | 351 | 72.6 |
July 1998 | Fair | Good | Good | Satisfactory | 351 | 77.6 |
July 1996 | Fair | Good | Good | Satisfactory | 300 | 65.6 |
August 1994 | Good | Good | Very Good | Good | 300 | 70.7 |
June 1992 | Good | Good | Very Good | Good | 300 | 70.7 |
March 1990 | Good | Good | Very Good | Good | 300 | 70.7 |