VANDERMEULEN ROAD over CLAM RIVER
Map
Coordinates:
+44.25014, -85.1345844°15'01" N, 85°08'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | VANDERMEULEN ROAD over CLAM RIVER |
Structure number: | 000000000007042 |
Old structure number: | 57200012000B010 (from 1992 edition) |
Location: | SECTION 2/3 T21N R7W |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 34.5 ft. [10.5 m] |
Total length: | 99.7 ft. [30.4 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Skew angle: | 40° |
Owner: | County Highway Agency [02] |
Year built: | 1956 |
Year reconstructed: | 2016 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 300 [as of 2015] |
Truck traffic: | 10% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry 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 in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Very Good | Very Good | Good | 300 | 99.9 |
October 2016 | Good | Excellent | Excellent | Very Good | 300 | 99.9 |
February 2016 | Poor | Serious | Serious | Good | 860 | 9.6 |
May 2014 | Poor | Serious | Poor | Satisfactory | 860 | 31.4 |
May 2013 | Poor | Serious | Poor | Satisfactory | 860 | 9.6 |
May 2012 | Poor | Serious | Poor | Satisfactory | 860 | 9.6 |
April 2011 | Poor | Serious | Poor | Satisfactory | 860 | 9.6 |
May 2009 | Poor | Poor | Poor | Satisfactory | 860 | 14.8 |
May 2007 | Poor | Fair | Poor | Satisfactory | 860 | 18.3 |
August 2005 | Poor | Fair | Poor | Satisfactory | 860 | 18.3 |
August 2003 | Fair | Fair | Fair | Good | 810 | 36.6 |
April 2001 | Fair | Fair | Fair | Good | 715 | 42.6 |
April 1999 | Fair | Fair | Fair | Good | 715 | 42.6 |
June 1997 | Fair | Fair | - | Very Good | 600 | 50.0 |
June 1995 | Fair | Fair | Fair | Good | 600 | 41.5 |
July 1993 | Fair | Fair | Fair | Good | 600 | 41.5 |
May 1991 | Fair | Satisfactory | Satisfactory | Good | 300 | 83.6 |