LAKE SHORE DR FH42 over PENDILLS CREEK
Map
Coordinates:
+46.44259, -84.8202246°26'33" N, 84°49'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LAKE SHORE DR FH42 over PENDILLS CREEK |
Structure number: | 000000000001646 |
Old structure number: | 17301B00004B010 (from 1992 edition) |
Location: | 5 MI NW OF RACO |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 22.0 ft. [6.7 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 22.3 ft. [6.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1992 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 260 [as of 1986] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 82.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Good | 260 | 82.4 |
June 2015 | Good | Good | Good | Good | 260 | 82.4 |
June 2013 | Good | Good | Good | Good | 260 | 82.4 |
June 2011 | Good | Good | Good | Good | 260 | 54.7 |
June 2009 | Good | Very Good | Very Good | Very Good | 260 | 54.7 |
May 2007 | Good | Very Good | Very Good | Very Good | 260 | 54.7 |
June 2005 | Good | Very Good | Very Good | Very Good | 260 | 54.7 |
June 2003 | Good | Very Good | Very Good | Very Good | 260 | 52.7 |
June 2001 | Good | Very Good | Very Good | Very Good | 260 | 51.8 |
June 1999 | Good | Very Good | Very Good | - | 260 | 51.8 |
June 1997 | Good | - | - | - | 260 | 51.8 |
June 1995 | Good | Very Good | Very Good | Very Good | 260 | 67.1 |
June 1993 | Good | Very Good | Very Good | Very Good | 260 | 67.1 |
June 1991 | Good | Very Good | Very Good | Very Good | 260 | 64.1 |