ISLAND COURT over PAW PAW LAKE CHANNEL
Map
Coordinates:
+42.19658, -86.2913542°11'48" N, 86°17'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ISLAND COURT over PAW PAW LAKE CHANNEL |
Structure number: | 000000000001013 |
Old structure number: | 11308H21210B010 (from 1992 edition) |
Location: | SW PART PAW PAW LAKE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 30.8 ft. [9.4 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1993 |
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: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 78 [as of 2007] |
Truck traffic: | 1% 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Very Good | 78 | 94.3 |
December 2016 | Good | Good | Good | Very Good | 78 | 94.3 |
December 2014 | Good | Very Good | Good | Very Good | 78 | 94.3 |
December 2012 | Good | Very Good | Very Good | Very Good | 78 | 94.3 |
November 2010 | Good | Very Good | Very Good | Very Good | 78 | 94.3 |
December 2008 | Good | Very Good | Very Good | Very Good | 78 | 94.3 |
November 2006 | Good | Very Good | Very Good | Very Good | 255 | 92.6 |
October 2004 | Good | Very Good | Very Good | Very Good | 255 | 92.6 |
September 2002 | Good | Good | Good | Very Good | 235 | 92.8 |
June 2000 | Good | Good | Good | Very Good | 235 | 92.8 |
July 1998 | Good | Good | Good | Very Good | 235 | 92.8 |
June 1996 | Good | Very Good | Very Good | Very Good | 235 | 93.2 |
March 1994 | Good | Excellent | Excellent | Excellent | 235 | 93.3 |
March 1992 | Poor | Serious | Serious | Serious | 205 | 6.5 |
May 1990 | Poor | Serious | Serious | Serious | 205 | 6.5 |