LAMTON ROAD over GREENMAN I/C DRAIN
Map
Coordinates:
+43.57981, -83.1141243°34'47" N, 83°06'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LAMTON ROAD over GREENMAN I/C DRAIN |
Structure number: | 000000000009610 |
Old structure number: | 74309H00007B010 (from 1992 edition) |
Location: | SEC 6 EVERGREEN TWP |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 41.7 ft. [12.7 m] |
Total length: | 43.0 ft. [13.1 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 2004 |
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: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 185 [as of 2010] |
Truck traffic: | 3% of total traffic |
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] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 99.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 185 | 99.9 |
June 2016 | Good | Good | Good | Good | 185 | 99.9 |
June 2014 | Good | Very Good | Very Good | Very Good | 185 | 99.9 |
June 2012 | Good | Very Good | Very Good | Very Good | 185 | 99.9 |
June 2010 | Good | Very Good | Very Good | Very Good | 185 | 99.9 |
July 2008 | Good | Very Good | Very Good | Very Good | 175 | 99.9 |
July 2006 | Good | Excellent | Very Good | Excellent | 175 | 99.9 |
October 2004 | Good | Excellent | Excellent | Excellent | 175 | 99.9 |
June 2002 | Fair | Fair | Fair | Fair | 175 | 31.1 |
June 2000 | Fair | Fair | Satisfactory | Satisfactory | 175 | 41.3 |
October 1998 | Fair | Fair | Satisfactory | Satisfactory | 175 | 41.3 |
June 1996 | Fair | Fair | Satisfactory | Satisfactory | 175 | 30.6 |
May 1994 | Fair | Fair | Satisfactory | Satisfactory | 175 | 30.4 |
January 1992 | Fair | Fair | Satisfactory | Satisfactory | 175 | 33.4 |
February 1990 | Fair | Fair | Satisfactory | Satisfactory | 175 | 33.4 |