SUMMERTON ROAD over JORDAN CREEK
Map
Coordinates:
+43.66152, -84.7279743°39'41" N, 84°43'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SUMMERTON ROAD over JORDAN CREEK |
Structure number: | 000000000004353 |
Old structure number: | 37306H00008B060 (from 1992 edition) |
Location: | SEC 30W DENVER TWP |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1994 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
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: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 113 [as of 2002] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Good | Very Good | 113 | 100.0 |
May 2016 | Good | Very Good | Good | Very Good | 113 | 100.0 |
May 2014 | Good | Very Good | Good | Very Good | 113 | 100.0 |
May 2012 | Good | Very Good | Good | Very Good | 113 | 100.0 |
June 2010 | Good | Very Good | Good | Very Good | 113 | 100.0 |
July 2008 | Good | Very Good | Good | Very Good | 113 | 99.9 |
July 2006 | Good | Very Good | Good | Very Good | 113 | 100.0 |
July 2004 | Good | Very Good | Good | Very Good | 113 | 99.9 |
August 2002 | Good | Very Good | Very Good | Very Good | 113 | 99.9 |
July 2000 | Good | Very Good | Very Good | Very Good | 108 | 99.9 |
July 1998 | Good | Very Good | Very Good | Very Good | 108 | 99.9 |
July 1996 | Good | Very Good | Very Good | Very Good | 100 | 99.9 |
August 1994 | Good | Very Good | Very Good | Very Good | 100 | 99.9 |
July 1992 | Poor | Poor | Poor | Satisfactory | 235 | 16.4 |
March 1990 | Poor | Poor | Poor | Satisfactory | 235 | 16.4 |