13 MI RD FH30 over MCDUFFEE CREEK
Map
Coordinates:
+43.72825, -85.6995443°43'42" N, 85°41'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 13 MI RD FH30 over MCDUFFEE CREEK |
Structure number: | 000000000007738 |
Old structure number: | 62200027000B160 (from 1992 edition) |
Location: | 8.5 MI E OF BITELY |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 15.7 ft. [4.8 m] |
Total length: | 31.8 ft. [9.7 m] |
Roadway width between curbs: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1934 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 800 [as of 2000] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 53.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Fair | 800 | 53.2 |
June 2016 | Fair | Satisfactory | Satisfactory | Fair | 800 | 53.2 |
June 2014 | Fair | Satisfactory | Satisfactory | Fair | 800 | 52.3 |
June 2012 | Fair | Fair | Fair | Fair | 800 | 51.3 |
May 2010 | Fair | Fair | Fair | Fair | 800 | 51.3 |
May 2008 | Fair | Fair | Fair | Fair | 800 | 51.3 |
May 2006 | Fair | Fair | Fair | Fair | 800 | 51.3 |
May 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 800 | 62.5 |
May 2002 | Fair | Satisfactory | - | Satisfactory | 800 | 61.5 |
April 2000 | Fair | Good | - | Fair | 800 | 52.3 |
December 1998 | Fair | Good | - | Fair | 750 | 60.0 |
October 1996 | Fair | Good | - | Fair | 750 | 54.9 |
November 1994 | Fair | Good | Good | Fair | 750 | 56.9 |
July 1992 | Fair | Good | Good | Fair | 750 | 56.9 |
February 1990 | Fair | Good | Good | Fair | 750 | 56.9 |