NORTH MAPLE DRIVE over PAW PAW LAKE CHANNEL
Map
Coordinates:
+42.20130, -86.2905642°12'05" N, 86°17'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NORTH MAPLE DRIVE over PAW PAW LAKE CHANNEL |
Structure number: | 000000000001011 |
Old structure number: | 11308H16021B010 (from 1992 edition) |
Location: | 1 MI NE OF COLOMA |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 56.1 ft. [17.1 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Skew angle: | 10° |
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: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 65 [as of 2007] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 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 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: | 94.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Very Good | 65 | 94.4 |
December 2016 | Fair | Good | Satisfactory | Very Good | 65 | 94.4 |
December 2014 | Good | Good | Good | Very Good | 65 | 94.4 |
December 2012 | Good | Good | Good | Very Good | 65 | 94.4 |
November 2010 | Good | Good | Good | Very Good | 65 | 94.4 |
December 2008 | Good | Very Good | Very Good | Very Good | 65 | 94.4 |
November 2006 | Good | Very Good | Very Good | Very Good | 133 | 88.2 |
October 2004 | Good | Very Good | Very Good | Very Good | 133 | 88.2 |
September 2002 | Poor | Serious | Serious | Poor | 133 | 2.0 |
November 1999 | Poor | Serious | Serious | Poor | 133 | 2.0 |
April 1998 | Poor | Serious | Serious | Poor | 133 | 2.0 |
April 1996 | Poor | Serious | Serious | Poor | 102 | 2.0 |
March 1994 | Poor | Critical | Serious | Poor | 102 | 2.0 |
March 1992 | Poor | Critical | Serious | Poor | 102 | 2.0 |
May 1990 | Poor | Critical | Serious | Poor | 102 | 2.0 |