B DRIVE NORTH over KALAMAZOO RIVER
Map
Coordinates:
+42.26146, -84.8552942°15'41" N, 84°51'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | B DRIVE NORTH over KALAMAZOO RIVER |
Structure number: | 000000000001369 |
Old structure number: | 13315H00003B010 (from 1992 edition) |
Location: | 1/2 MI S OF MARENGO |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 77.8 ft. [23.7 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1969 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Wood or timber [7] |
Main spans design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 259 [as of 1994] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 90.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Fair | Satisfactory | Satisfactory | 259 | 90.9 |
September 2016 | Fair | Fair | Satisfactory | Satisfactory | 259 | 90.9 |
September 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 259 | 91.9 |
September 2012 | Good | Good | Good | Good | 259 | 91.9 |
September 2010 | Good | Good | Good | Good | 259 | 96.9 |
September 2008 | Good | Good | Good | Good | 259 | 96.9 |
September 2006 | Good | Good | Good | Good | 259 | 96.9 |
August 2004 | Good | Good | Good | Good | 259 | 96.9 |
September 2002 | Good | Good | Good | Good | 259 | 96.9 |
November 2000 | Good | Good | Good | Good | 259 | 96.8 |
February 1999 | Good | Good | Very Good | Good | 259 | 96.8 |
March 1997 | Good | Good | Very Good | Good | 259 | 97.8 |
December 1994 | Good | Very Good | Very Good | Very Good | 259 | 96.9 |
December 1992 | Good | Very Good | Very Good | Very Good | 254 | 96.9 |
November 1990 | Good | Good | Very Good | Very Good | 254 | 96.9 |