SR-64 over A I CREEK
Map
Coordinates:
+41.58380, -83.8885241°35'02" N, 83°53'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-64 over A I CREEK |
Structure number: | 2600781 |
Location: | SR 64 |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 46.9 ft. [14.3 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 40.4 ft. [12.3 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
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: | Other [9] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,256 [as of 2015] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 74.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 4256 | 74.3 |
October 2017 | Good | Good | Good | Good | 4256 | 74.3 |
November 2016 | Fair | Good | Satisfactory | Good | 4256 | 74.3 |
October 2015 | Fair | Good | Fair | Good | 6070 | 55.0 |
November 2014 | Fair | Satisfactory | Fair | Satisfactory | 6070 | 55.0 |
November 2013 | Fair | Satisfactory | Fair | Satisfactory | 6070 | 55.0 |
November 2012 | Fair | Satisfactory | Fair | Satisfactory | 6070 | 55.0 |
November 2011 | Fair | Satisfactory | Fair | Satisfactory | 4500 | 61.0 |
November 2010 | Fair | Satisfactory | Fair | Satisfactory | 4500 | 61.0 |
November 2009 | Fair | Satisfactory | Fair | Satisfactory | 4500 | 61.0 |
November 2008 | Fair | Satisfactory | Fair | Satisfactory | 5350 | 56.4 |
November 2007 | Fair | Satisfactory | Fair | Satisfactory | 5350 | 56.4 |
November 2006 | Fair | Satisfactory | Fair | Satisfactory | 5670 | 55.6 |
November 2005 | Fair | Satisfactory | Fair | Satisfactory | 5670 | 55.6 |
November 2004 | Fair | Satisfactory | Fair | Satisfactory | 5670 | 55.6 |
November 2003 | Fair | Satisfactory | Fair | Satisfactory | 5670 | 55.6 |
November 2001 | Fair | Satisfactory | Fair | Satisfactory | 5670 | 52.6 |
December 1999 | Fair | Satisfactory | Fair | Satisfactory | 5670 | 52.6 |
November 1998 | Fair | Satisfactory | Fair | Satisfactory | 5720 | 52.5 |
December 1997 | Fair | Satisfactory | Fair | Satisfactory | 5720 | 52.5 |
December 1995 | Fair | Satisfactory | Fair | Satisfactory | 5980 | 52.0 |
November 1994 | Fair | Satisfactory | Fair | Satisfactory | 5980 | 52.0 |
January 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 5980 | 65.3 |
December 1992 | Good | Good | Good | Good | 5980 | 65.3 |
November 1991 | Good | Good | Good | Good | 5980 | 65.3 |