BALDWIN AVE over WHITE RIVER
Map
Coordinates:
+43.55601, -85.8810343°33'22" N, 85°52'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BALDWIN AVE over WHITE RIVER |
Structure number: | 000000000007742 |
Old structure number: | 62200043000B080 (from 1992 edition) |
Location: | 5.5 MI W OF WHITE CLOUD |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 34.8 ft. [10.6 m] |
Total length: | 105.0 ft. [32.0 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 29.2 ft. [8.9 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1958 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
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: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 600 [as of 2000] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 56.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Poor | Satisfactory | Satisfactory | Poor | 600 | 56.4 |
June 2016 | Poor | Satisfactory | Satisfactory | Poor | 600 | 56.4 |
June 2014 | Poor | Satisfactory | Satisfactory | Poor | 600 | 56.4 |
June 2012 | Poor | Fair | Satisfactory | Poor | 600 | 55.3 |
May 2010 | Poor | Fair | Satisfactory | Poor | 600 | 55.3 |
May 2008 | Poor | Poor | Satisfactory | Poor | 600 | 53.3 |
April 2006 | Poor | Poor | Good | Poor | 600 | 53.3 |
May 2004 | Poor | Poor | Good | Poor | 600 | 53.3 |
May 2002 | Poor | Fair | Good | Poor | 600 | 55.4 |
April 2000 | Fair | Satisfactory | - | Very Good | 600 | 83.6 |
December 1998 | Fair | Satisfactory | - | Very Good | 496 | 88.7 |
September 1996 | Fair | Satisfactory | - | Very Good | 496 | 82.7 |
October 1994 | Fair | Satisfactory | Satisfactory | Fair | 496 | 62.5 |
July 1992 | Fair | Satisfactory | Satisfactory | Fair | 496 | 62.5 |
February 1990 | Fair | Satisfactory | Satisfactory | Fair | 496 | 60.5 |