CARROLL ROAD over ELK CREEK DRAIN
Map
Coordinates:
+43.28692, -82.8493043°17'13" N, 82°50'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CARROLL ROAD over ELK CREEK DRAIN |
Structure number: | 000000000009594 |
Old structure number: | 74307H00005B010 (from 1992 edition) |
Location: | SEC 17-20 ELK TWP |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 54.1 ft. [16.5 m] |
Roadway width between curbs: | 30.8 ft. [9.4 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1991 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Wood or timber [7] |
Main spans design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 165 [as of 2010] |
Truck traffic: | 10% 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: | 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: | 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: | 93.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 165 | 93.5 |
July 2016 | Good | Good | Good | Good | 165 | 93.5 |
July 2014 | Good | Very Good | Good | Very Good | 165 | 93.5 |
July 2012 | Good | Very Good | Good | Very Good | 165 | 93.5 |
July 2010 | Good | Very Good | Good | Very Good | 165 | 93.5 |
July 2008 | Good | Very Good | Very Good | Very Good | 250 | 93.5 |
July 2006 | Good | Very Good | Very Good | Very Good | 250 | 93.5 |
July 2004 | Good | Very Good | Very Good | Very Good | 250 | 96.2 |
June 2002 | Good | Very Good | Very Good | Very Good | 250 | 96.2 |
June 2000 | Good | Very Good | Very Good | Very Good | 250 | 96.2 |
September 1998 | Good | Very Good | Very Good | Very Good | 250 | 96.2 |
December 1996 | Good | Very Good | Very Good | Very Good | 250 | 99.9 |
October 1994 | Good | Excellent | Excellent | Excellent | 110 | 100.0 |
February 1992 | Good | Excellent | Excellent | Excellent | 110 | 100.0 |
January 1990 | Good | Very Good | Very Good | Very Good | 110 | 93.0 |