HERRING ROAD over SAND CREEK
Map
Coordinates:
+42.02925, -84.7796042°01'45" N, 84°46'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HERRING ROAD over SAND CREEK |
Structure number: | 000000000003338 |
Old structure number: | 30319H00008B010 (from 1992 edition) |
Location: | 0.4 MI E OF MCLAIN ROAD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 11.8 ft. [3.6 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1979 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 129 [as of 2014] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.9 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
November 2018 | Fair | 6 out of 10 | 129 | 96.9 |
November 2016 | Fair | 6 out of 10 | 129 | 100.0 |
November 2014 | Fair | 6 out of 10 | 129 | 100.0 |
November 2012 | Fair | 6 out of 10 | 165 | 100.0 |
November 2010 | Fair | 6 out of 10 | 165 | 97.0 |
November 2008 | Good | 7 out of 10 | 165 | 97.0 |
November 2006 | Good | 7 out of 10 | 165 | 97.0 |
January 2005 | Good | 7 out of 10 | 115 | 100.0 |
November 2002 | - | N out of 10 | 115 | 100.0 |
November 2000 | Good | 7 out of 10 | 108 | 97.0 |
November 1998 | Good | 7 out of 10 | 108 | 97.0 |
November 1996 | Good | 7 out of 10 | 100 | 97.0 |
November 1994 | Good | 8 out of 10 | 100 | 94.0 |
November 1992 | Good | 8 out of 10 | 100 | 94.0 |
November 1990 | Good | 7 out of 10 | 100 | 94.0 |