SPICERVILLE HWY over BATTLE CREEK RIVER
Map
Coordinates:
+42.49469, -84.8690842°29'41" N, 84°52'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SPICERVILLE HWY over BATTLE CREEK RIVER |
Structure number: | 000000000002429 |
Old structure number: | 23315H00012B010 (from 1992 edition) |
Location: | 3 MI SW OF CHARLOTTE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 61.0 ft. [18.6 m] |
Total length: | 65.0 ft. [19.8 m] |
Roadway width between curbs: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 2003 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 21 [as of 2005] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
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: | 94.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Very Good | Very Good | Very Good | 21 | 94.8 |
June 2015 | Good | Very Good | Very Good | Very Good | 21 | 94.8 |
June 2013 | Good | Very Good | Very Good | Very Good | 21 | 94.8 |
June 2011 | Good | Very Good | Very Good | Very Good | 21 | 94.8 |
June 2009 | Good | Very Good | Very Good | Very Good | 21 | 94.8 |
June 2007 | Good | Very Good | Very Good | Very Good | 21 | 94.8 |
July 2005 | Good | Excellent | Excellent | Excellent | 21 | 94.8 |
June 2003 | Poor | Serious | Serious | Fair | 21 | 15.8 |
July 2001 | Poor | Serious | Serious | Fair | 21 | 15.8 |
July 1999 | Poor | Serious | Serious | Fair | 21 | 22.7 |
July 1997 | Poor | Serious | Serious | Fair | 15 | 17.4 |
July 1995 | Poor | Serious | Serious | Fair | 120 | 2.0 |
April 1994 | Poor | Serious | Serious | Good | 120 | 2.0 |
May 1993 | Poor | Serious | Serious | Good | 120 | 2.0 |
April 1991 | Poor | Serious | Serious | Good | 120 | 2.0 |