MUSKEGON DRIVE over LITTLE MUSKEGON RIVER
Map
Coordinates:
+43.44078, -85.6614043°26'27" N, 85°39'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MUSKEGON DRIVE over LITTLE MUSKEGON RIVER |
Structure number: | 000000000007741 |
Old structure number: | 62200040000B050 (from 1992 edition) |
Location: | 0.2 MI N CROTON AT MUSKEG |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 120.1 ft. [36.6 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 49.5 ft. [15.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1958 |
Year reconstructed: | 2016 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,300 [as of 2015] |
Truck traffic: | 5% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 96.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Very Good | Very Good | Very Good | 3300 | 96.0 |
November 2016 | Good | Excellent | Excellent | Very Good | 3300 | 96.0 |
May 2014 | Fair | Fair | Fair | Fair | 3000 | 47.3 |
May 2012 | Poor | Poor | Poor | Fair | 3000 | 44.7 |
May 2010 | Poor | Poor | Poor | Fair | 3000 | 44.7 |
May 2008 | Poor | Poor | Poor | Fair | 3000 | 44.7 |
April 2006 | Poor | Fair | Poor | Fair | 3000 | 47.0 |
April 2004 | Poor | Fair | Poor | Fair | 3000 | 47.0 |
May 2002 | Fair | Fair | Fair | Fair | 3000 | 62.8 |
April 2000 | Fair | Satisfactory | - | Very Good | 3000 | 73.5 |
December 1998 | Fair | Satisfactory | - | Very Good | 2880 | 73.6 |
October 1996 | Fair | Satisfactory | - | Very Good | 2880 | 73.6 |
October 1994 | Fair | Satisfactory | Satisfactory | Fair | 2880 | 61.9 |
July 1992 | Fair | Satisfactory | Satisfactory | Fair | 2880 | 61.9 |
February 1990 | Fair | Satisfactory | Satisfactory | Fair | 2880 | 61.9 |