BANKERS ROAD over LONG LAKE OUTLET
Map
Coordinates:
+41.88526, -84.7962041°53'07" N, 84°47'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BANKERS ROAD over LONG LAKE OUTLET |
Structure number: | 000000000003297 |
Old structure number: | 30200020000B010 (from 1992 edition) |
Location: | READING TWP SEC 5 & 8 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 21.0 ft. [6.4 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 37.4 ft. [11.4 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: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,292 [as of 2013] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 99.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 1292 | 99.6 |
November 2016 | Good | Good | Good | Good | 1292 | 99.6 |
November 2014 | Good | Good | Good | Good | 1292 | 99.6 |
November 2012 | Good | Very Good | Good | Good | 1970 | 99.5 |
December 2010 | Good | Very Good | Good | Good | 1970 | 99.5 |
November 2008 | Good | Very Good | Good | Very Good | 1970 | 99.5 |
November 2006 | Good | Very Good | Good | Very Good | 1970 | 99.5 |
January 2005 | Good | Very Good | Good | Very Good | 1544 | 99.4 |
November 2002 | Good | Very Good | Very Good | Very Good | 1544 | 99.4 |
November 2000 | Good | Very Good | Very Good | Very Good | 1430 | 99.5 |
November 1998 | Good | Very Good | Very Good | Very Good | 1430 | 99.5 |
November 1996 | Good | Very Good | Very Good | Very Good | 1165 | 99.6 |
November 1994 | Good | Very Good | Very Good | Very Good | 1165 | 99.6 |