CURLEY LEWIS FH42 over ROXBURY CREEK
Map
Coordinates:
+46.47885, -85.0133146°28'44" N, 85°00'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CURLEY LEWIS FH42 over ROXBURY CREEK |
Structure number: | 000000000001641 |
Old structure number: | 17200093000B010 (from 1992 edition) |
Location: | AT TAHQUAMENON BAY |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 34.8 ft. [10.6 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1974 |
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: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 83 [as of 1986] |
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 minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 94.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 83 | 94.9 |
June 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 83 | 94.9 |
June 2013 | Fair | Satisfactory | Satisfactory | Fair | 83 | 83.9 |
June 2011 | Fair | Good | Good | Fair | 83 | 57.1 |
June 2009 | Fair | Good | Very Good | Fair | 83 | 57.1 |
May 2007 | Fair | Good | Very Good | Fair | 83 | 57.1 |
June 2005 | Good | Very Good | Very Good | Good | 83 | 67.2 |
June 2003 | Good | Very Good | Very Good | Very Good | 83 | 67.2 |
June 2001 | Good | Very Good | Very Good | Very Good | 83 | 66.3 |
June 1999 | Good | Very Good | Very Good | Very Good | 83 | 71.3 |
June 1997 | Good | Very Good | Very Good | Very Good | 83 | 66.3 |
June 1995 | Good | Very Good | Very Good | Very Good | 83 | 81.4 |
June 1993 | Good | Very Good | Very Good | Very Good | 83 | 81.4 |
June 1991 | Good | Very Good | Very Good | Very Good | 83 | 81.4 |