CR 300S over STONEY CREEK
Map
Coordinates:
+40.12009, -85.2136440°07'12" N, 85°12'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 300S over STONEY CREEK |
Structure number: | 6800090 |
Location: | 00.55 W CR 1200 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 104.7 ft. [31.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Skew angle: | 20° |
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] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 199 [as of 2016] |
Truck traffic: | 6% 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: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 94.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Good | Good | 199 | 94.5 |
September 2016 | Good | Very Good | Very Good | Good | 199 | 94.5 |
September 2014 | Good | Very Good | Very Good | Good | 193 | 94.5 |
March 2013 | Good | Very Good | Very Good | Good | 193 | 94.5 |
January 2011 | Good | Very Good | Very Good | Good | 185 | 94.5 |
February 2009 | Good | Very Good | Very Good | Very Good | 180 | 94.5 |
February 2007 | Good | Very Good | Very Good | Very Good | 96 | 100.0 |
February 2005 | Good | Very Good | Very Good | Very Good | 93 | 100.0 |
April 2003 | Good | Very Good | Very Good | Very Good | 90 | 100.0 |
February 2001 | Good | Very Good | Very Good | Very Good | 85 | 100.0 |
March 1999 | Good | Very Good | Very Good | Very Good | 75 | 100.0 |
March 1997 | Good | Very Good | Very Good | Very Good | 75 | 100.0 |
March 1995 | Good | Very Good | Very Good | Very Good | 75 | 100.0 |
January 1995 | Good | Very Good | Very Good | Very Good | 75 | 100.0 |
March 1993 | Poor | Serious | Serious | Satisfactory | 75 | 0.0 |
December 1990 | Poor | Serious | Serious | Satisfactory | 100 | 0.0 |