M-88 over INTERMEDIATE RIVER
Map
Coordinates:
+44.97845, -85.2101044°58'42" N, 85°12'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-88 over INTERMEDIATE RIVER |
Structure number: | 000000000000360 |
Old structure number: | 05105031000B010 (from 1992 edition) |
Location: | IN BELLAIRE |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 59.7 ft. [18.2 m] |
Total length: | 59.7 ft. [18.2 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 55.1 ft. [16.8 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1931 |
Year reconstructed: | 2000 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,157 [as of 2007] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 56.2 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $70,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Good | Fair | Satisfactory | 6157 | 56.2 |
September 2015 | Fair | Good | Fair | Satisfactory | 6157 | 56.2 |
October 2013 | Fair | Good | Fair | Satisfactory | 6157 | 56.2 |
August 2011 | Fair | Good | Fair | Satisfactory | 6157 | 52.6 |
August 2009 | Fair | Good | Fair | Satisfactory | 6157 | 52.6 |
August 2007 | Fair | Good | Fair | Satisfactory | 7823 | 52.2 |
August 2005 | Fair | Satisfactory | Fair | Satisfactory | 7823 | 52.2 |
August 2003 | Fair | Satisfactory | Fair | Satisfactory | 5300 | 54.2 |
November 2001 | Fair | Satisfactory | Fair | Satisfactory | 5300 | 54.2 |
January 2001 | Poor | Poor | Fair | Fair | 5300 | 50.5 |
October 1999 | Poor | Poor | Fair | Fair | 5300 | 50.5 |
July 1998 | Poor | Poor | Fair | Fair | 5300 | 50.5 |
April 1997 | Poor | Poor | Fair | Fair | 5300 | 50.5 |
October 1995 | Poor | Poor | Fair | Fair | 5300 | 50.1 |
October 1993 | Poor | Poor | Fair | Fair | 5300 | 50.1 |
June 1992 | Poor | Poor | Fair | Fair | 5300 | 54.0 |
May 1991 | Poor | Poor | Fair | Fair | 5300 | 54.0 |