WIL-O-PAW ROAD over PAW PAW LAKE CHANNEL
Map
Coordinates:
+42.20043, -86.2911942°12'02" N, 86°17'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WIL-O-PAW ROAD over PAW PAW LAKE CHANNEL |
Structure number: | 000000000001012 |
Old structure number: | 11308H16031B010 (from 1992 edition) |
Location: | W END PAW PAW LAKE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 55.8 ft. [17.0 m] |
Total length: | 59.7 ft. [18.2 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1994 |
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 Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 126 [as of 2007] |
Truck traffic: | 4% of total traffic |
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 minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 93.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Very Good | Very Good | Very Good | 126 | 93.8 |
December 2016 | Fair | Good | Good | Satisfactory | 126 | 93.8 |
December 2014 | Good | Good | Good | Good | 126 | 93.8 |
December 2012 | Good | Good | Good | Very Good | 126 | 93.8 |
November 2010 | Good | Good | Good | Very Good | 126 | 93.8 |
November 2008 | Good | Good | Good | Very Good | 126 | 93.8 |
November 2006 | Good | Good | Good | Very Good | 388 | 91.4 |
October 2004 | Good | Very Good | Very Good | Very Good | 388 | 91.4 |
September 2002 | Good | Good | Very Good | Very Good | 380 | 87.3 |
June 2000 | Good | Good | Very Good | Very Good | 380 | 87.3 |
March 1999 | Good | Good | Very Good | Very Good | 380 | 87.3 |
April 1996 | Good | Very Good | Very Good | Very Good | 380 | 88.0 |
March 1994 | Poor | Very Good | Critical | Very Good | 380 | 26.1 |
March 1992 | Poor | Poor | Serious | Fair | 332 | 2.0 |
May 1990 | Poor | Poor | Serious | Fair | 332 | 2.0 |