NELSON ROAD over HAYMARSH CREEK
Map
Coordinates:
+44.41225, -84.9736544°24'44" N, 84°58'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NELSON ROAD over HAYMARSH CREEK |
Structure number: | 000000000007047 |
Old structure number: | 57200020000B020 (from 1992 edition) |
Location: | SECTION 1 T23N R6W |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 21.0 ft. [6.4 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1945 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 330 [as of 2007] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 67.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Fair | Fair | Fair | 330 | 67.6 |
May 2015 | Fair | Fair | Fair | Satisfactory | 330 | 67.6 |
May 2013 | Poor | Fair | Fair | Poor | 330 | 53.3 |
May 2011 | Poor | Satisfactory | Fair | Poor | 330 | 61.6 |
April 2009 | Poor | Satisfactory | Fair | Poor | 330 | 61.6 |
June 2007 | Poor | Satisfactory | Satisfactory | Poor | 330 | 61.6 |
July 2005 | Poor | Satisfactory | Satisfactory | Poor | 310 | 61.7 |
August 2003 | Fair | Satisfactory | Good | Fair | 290 | 77.9 |
April 2001 | Fair | Satisfactory | Good | Fair | 255 | 75.0 |
April 1999 | Fair | Satisfactory | Good | Fair | 255 | 80.0 |
July 1997 | Fair | Satisfactory | - | Good | 200 | 90.7 |
June 1995 | Fair | Good | Good | Fair | 200 | 79.6 |
June 1993 | Fair | Good | Good | Fair | 200 | 79.6 |
May 1991 | Fair | Good | Good | Fair | 200 | 79.6 |