BEAL CITY ROAD over SOUTH BR SALT RIVER
Map
Coordinates:
+43.66982, -84.6574043°40'11" N, 84°39'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BEAL CITY ROAD over SOUTH BR SALT RIVER |
Structure number: | 000000000004347 |
Old structure number: | 37306H00002B020 (from 1992 edition) |
Location: | 0.5 MILE E OF LOOMIS RD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 31.8 ft. [9.7 m] |
Total length: | 34.8 ft. [10.6 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1903 |
Year reconstructed: | 1978 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
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: October 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 88 [as of 2004] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Critical [2 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 29.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $300,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Poor | Satisfactory | Satisfactory | Critical | 88 | 29.4 |
October 2017 | Poor | Satisfactory | Satisfactory | Critical | 88 | 29.4 |
May 2016 | Poor | Satisfactory | Satisfactory | Serious | 88 | 46.8 |
May 2015 | Poor | Satisfactory | Satisfactory | Serious | 88 | 46.8 |
May 2014 | Poor | Satisfactory | Satisfactory | Serious | 88 | 46.8 |
May 2013 | Poor | Satisfactory | Satisfactory | Serious | 88 | 46.8 |
May 2012 | Poor | Satisfactory | Satisfactory | Serious | 88 | 46.8 |
May 2011 | Poor | Satisfactory | Satisfactory | Serious | 88 | 46.8 |
May 2009 | Poor | Satisfactory | Satisfactory | Serious | 88 | 48.0 |
May 2008 | Poor | Satisfactory | Satisfactory | Serious | 88 | 48.0 |
May 2006 | Fair | Satisfactory | Satisfactory | Fair | 88 | 78.0 |
June 2004 | Fair | Satisfactory | Satisfactory | Fair | 88 | 78.0 |
April 2002 | Fair | Satisfactory | Good | Fair | 73 | 78.2 |
July 2000 | Fair | Satisfactory | Good | Fair | 73 | 78.2 |
July 1998 | Fair | Satisfactory | Good | Fair | 73 | 78.2 |
July 1996 | Fair | Satisfactory | Good | Fair | 20 | 75.1 |
August 1994 | Fair | Satisfactory | Good | Fair | 20 | 71.3 |
June 1992 | Fair | Satisfactory | Good | Fair | 20 | 71.3 |
March 1990 | Fair | Good | Good | Fair | 20 | 77.5 |