CR 300W over DEER Creek
Map
Coordinates:
+40.59973, -86.5823740°35'59" N, 86°34'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 300W over DEER Creek |
Structure number: | 0800091 |
Location: | 00.36 S of SR 218 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 71.9 ft. [21.9 m] |
Total length: | 215.9 ft. [65.8 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Skew angle: | 20° |
Owner: | County Highway Agency [02] |
Year built: | 1993 |
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: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 155 [as of 2011] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Good | Very Good | Very Good | 155 | 94.4 |
June 2015 | Good | Good | Very Good | Very Good | 155 | 94.4 |
June 2013 | Good | Very Good | Very Good | Very Good | 155 | 94.4 |
June 2011 | Good | Very Good | Very Good | Very Good | 155 | 94.4 |
July 2009 | Good | Very Good | Very Good | Very Good | 149 | 94.4 |
July 2007 | Good | Very Good | Very Good | Very Good | 149 | 94.4 |
August 2005 | Good | Very Good | Very Good | Very Good | 146 | 94.4 |
May 2003 | Good | Very Good | Very Good | Very Good | 145 | 94.4 |
May 2001 | Good | Very Good | Very Good | Very Good | 141 | 94.4 |
March 1999 | Good | Very Good | Very Good | Very Good | 141 | 94.4 |
February 1997 | Good | Very Good | Very Good | Very Good | 141 | 94.4 |
October 1994 | Good | Excellent | Excellent | Excellent | 201 | 93.9 |
December 1992 | Good | Excellent | Excellent | Excellent | 201 | 93.9 |
March 1991 | Poor | Poor | Poor | Fair | 100 | 19.8 |