N SHARON ROAD over MANISTEE RIVER
Map
Coordinates:
+44.58754, -85.0768544°35'15" N, 85°04'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | N SHARON ROAD over MANISTEE RIVER |
Structure number: | 000000000004700 |
Old structure number: | 40200014000B010 (from 1992 edition) |
Location: | 15 MI SE OF KALKASKA |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1971 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 330 [as of 2006] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 80.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Good | Good | 330 | 80.1 |
August 2016 | Good | Good | Good | Good | 330 | 80.1 |
August 2014 | Good | Good | Good | Good | 330 | 80.1 |
August 2012 | Good | - | Good | Good | 330 | 80.1 |
August 2010 | Good | Good | Good | Good | 330 | 80.1 |
June 2008 | Good | Good | Good | Good | 330 | 80.1 |
June 2006 | Fair | Satisfactory | Good | Good | 330 | 80.1 |
June 2004 | Good | Very Good | Very Good | Very Good | 214 | 82.2 |
October 2002 | Good | Very Good | Very Good | Very Good | 214 | 82.2 |
June 2000 | Good | Very Good | Very Good | Very Good | 214 | 82.1 |
September 1998 | Good | Very Good | Very Good | Very Good | 214 | 87.1 |
August 1996 | Good | Very Good | Very Good | Very Good | 214 | 82.1 |
September 1994 | Good | Very Good | Very Good | Very Good | 214 | 94.8 |
July 1992 | Good | Very Good | Very Good | Very Good | 214 | 94.8 |
May 1990 | Good | Very Good | Very Good | Very Good | 120 | 94.9 |