W SHARON ROAD over MANISTEE RIVER
Map
Coordinates:
+44.58531, -85.0901744°35'07" N, 85°05'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | W SHARON ROAD over MANISTEE RIVER |
Structure number: | 000000000004698 |
Old structure number: | 40200009000B010 (from 1992 edition) |
Location: | 15 MI SE OF KALKASKA |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1958 |
Year reconstructed: | 2016 |
Historic significance: | Historical significance is not determinable at this time [4] |
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: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,060 [as of 2015] |
Truck traffic: | 5% of total traffic |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
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: | Better than present minimum criteria [7] |
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: | 86.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Excellent | Excellent | Very Good | 1060 | 86.7 |
August 2016 | Good | Excellent | Excellent | Very Good | 1060 | 86.7 |
June 2015 | Poor | Fair | Poor | Poor | 1390 | 33.6 |
August 2014 | Poor | Fair | Poor | Poor | 1390 | 33.6 |
August 2013 | Poor | Fair | Poor | Poor | 1390 | 49.2 |
April 2012 | Poor | Fair | Poor | Fair | 1390 | 49.2 |
August 2010 | Poor | Fair | Poor | Fair | 1390 | 49.2 |
July 2009 | Poor | Fair | Poor | Fair | 1390 | 49.2 |
June 2008 | Poor | Fair | Poor | Fair | 1390 | 49.4 |
June 2006 | Fair | Fair | Fair | Fair | 1390 | 66.1 |
June 2004 | Good | Very Good | Good | Very Good | 843 | 82.1 |
October 2002 | Good | Good | Good | Very Good | 843 | 82.1 |
June 2000 | Good | Very Good | Good | Very Good | 843 | 81.6 |
September 1998 | Good | Very Good | Good | Very Good | 843 | 81.6 |
August 1996 | Good | Very Good | Good | Very Good | 843 | 81.6 |
September 1994 | Good | Very Good | Good | Very Good | 843 | 81.7 |
July 1992 | Good | Very Good | Good | Very Good | 843 | 81.7 |
May 1990 | Good | Very Good | Good | Very Good | 458 | 82.3 |