M-66 over MIDDLE BR CLAM RIVER
Map
Coordinates:
+44.16793, -85.1530144°10'05" N, 85°09'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-66 over MIDDLE BR CLAM RIVER |
Structure number: | 000000000007023 |
Old structure number: | 57157011000B010 (from 1992 edition) |
Location: | .3 MI N OF OSCEOLA CO LIN |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 27.9 ft. [8.5 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 45.3 ft. [13.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1929 |
Year reconstructed: | 1989 |
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: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,485 [as of 2007] |
Truck traffic: | 8% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1485 | 94.6 |
July 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1485 | 94.6 |
September 2014 | Good | Good | Good | Good | 1485 | 94.6 |
September 2012 | Good | Good | Good | Good | 1485 | 94.6 |
September 2010 | Good | Good | Good | Good | 1485 | 94.6 |
September 2008 | Good | Good | Good | Good | 1485 | 94.6 |
September 2006 | Good | Good | Good | Good | 2376 | 94.4 |
September 2004 | Good | Good | Good | Good | 3100 | 94.2 |
October 2002 | Good | Good | Good | Good | 3100 | 94.2 |
October 2000 | Good | Good | Good | Good | 3100 | 94.2 |
October 1998 | Good | Good | Good | Good | 3100 | 99.3 |
October 1996 | Good | Good | Very Good | - | 3100 | 33.1 |
October 1994 | Good | Good | Very Good | Good | 2900 | 94.3 |
April 1992 | Good | Good | Very Good | Good | 2900 | 94.3 |
October 1990 | Good | Good | Good | Good | 2900 | 94.3 |