CR 117 over STRAIGHT RIVER
Map
Coordinates:
+46.88760, -95.1624446°53'15" N, 95°09'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 117 over STRAIGHT RIVER |
Structure number: | 29516 |
Location: | 2.3 MI S OF JCT TH 34 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 36.1 ft. [11.0 m] |
Total length: | 38.1 ft. [11.6 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1986 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Wood or timber [7] |
Main span design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 80 [as of 2005] |
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: | Better than present minimum criteria [7] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Good | Very Good | 80 | 99.0 |
October 2015 | Good | Good | Good | Very Good | 80 | 99.0 |
October 2013 | Good | Good | Good | Very Good | 80 | 99.0 |
November 2011 | Good | Good | Good | Very Good | 80 | 99.0 |
November 2009 | Good | Very Good | Very Good | Very Good | 80 | 99.0 |
September 2008 | Good | Very Good | Very Good | Very Good | 80 | 99.0 |
October 2007 | Good | Very Good | Very Good | Very Good | 80 | 100.0 |
October 2006 | Good | Very Good | Very Good | Very Good | 80 | 100.0 |
September 2005 | Good | Very Good | Very Good | Very Good | 25 | 100.0 |
September 2004 | Good | Very Good | Very Good | Very Good | 25 | 100.0 |
November 2003 | Good | Very Good | Very Good | Very Good | 25 | 100.0 |
November 2002 | Good | Very Good | Very Good | Very Good | 25 | 100.0 |
October 2001 | Good | Very Good | Very Good | Very Good | 25 | 100.0 |
January 2001 | Good | Very Good | Very Good | Very Good | 25 | 99.0 |
November 1999 | Good | Very Good | Very Good | Very Good | 25 | 99.0 |
October 1998 | Good | Very Good | Very Good | Very Good | 25 | 99.0 |
November 1997 | Good | Very Good | Very Good | Very Good | 35 | 98.0 |
October 1996 | Good | Very Good | Very Good | Very Good | 35 | 98.0 |
November 1995 | Good | Very Good | Very Good | Very Good | 35 | 98.0 |
December 1994 | Good | Very Good | Very Good | Very Good | 35 | 98.0 |
October 1993 | Good | Very Good | Very Good | Very Good | 35 | 98.0 |
November 1992 | Good | Excellent | Excellent | Excellent | 35 | 98.0 |
October 1991 | Good | Excellent | Excellent | Excellent | 35 | 98.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Timber Floor Beam | linear ft. | 60 | 60 | 0 | 0 | 0 |
Substructure |
Steel Column | each | 16 | 0 | 16 | 0 | 0 |
Steel Protective Coating | sq. ft. | 160 | 120 | 40 | 0 | 0 |
Timber Abutment | linear ft. | 99 | 40 | 59 | 0 | 0 |
Timber Pier Cap | linear ft. | 66 | 66 | 0 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 75 | 0 | 75 | 0 | 0 |
Deck |
Timber Slab | sq. ft. | 1,140 | 1,140 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,076 | 1,004 | 50 | 22 | 0 |