FENWICK ROAD 500 over DICKERSON CREEK
Map
Coordinates:
+43.14904, -85.1107043°08'57" N, 85°06'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FENWICK ROAD 500 over DICKERSON CREEK |
Structure number: | 000000000007451 |
Old structure number: | 59200002000B010 (from 1992 edition) |
Location: | 2.0 MI. WEST OF M-66 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 42.3 ft. [12.9 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1958 |
Year reconstructed: | 2013 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,130 [as of 2012] |
Truck traffic: | 5% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Operating rating: | 71.6 tons [65.1 metric tons] |
Inventory rating: | 55.2 tons [50.2 metric tons] |
Sufficiency rating: | 98.3 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
September 2015 | 98.3 | Good | Very Good | Very Good | Good | - | 1130 |
September 2013 | 98.3 | Good | Very Good | Very Good | Good | - | 1130 |
September 2011 | 33.2 | Poor | Satisfactory | Satisfactory | Poor | SD | 975 |
September 2009 | 33.2 | Poor | Satisfactory | Satisfactory | Poor | SD | 975 |
September 2007 | 49.3 | Fair | Satisfactory | Satisfactory | Fair | - | 975 |
September 2005 | 51.2 | Fair | Satisfactory | Satisfactory | Fair | - | 677 |
September 2003 | 50.2 | Fair | Fair | Fair | Fair | - | 677 |
September 2001 | 56.3 | Fair | Fair | Fair | Fair | - | 570 |
October 1999 | 56.3 | Fair | Fair | Fair | Fair | - | 570 |
February 1998 | 56.3 | Fair | Fair | Fair | Fair | - | 570 |
December 1995 | 42.9 | Fair | Fair | Fair | Fair | SD | 200 |
December 1993 | 49.2 | Fair | Fair | Fair | Fair | SD | 200 |
December 1991 | 63.0 | Fair | Fair | Fair | Fair | - | 200 |