CR 450E over BRUSH CREEK
Map
Coordinates:
+39.05737, -85.5287939°03'27" N, 85°31'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 450E over BRUSH CREEK |
Structure number: | 4000041 |
Location: | 00.03 S OF CR 485 N |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 119.8 ft. [36.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1920 |
Year reconstructed: | 1993 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 732 [as of 2015] |
Truck traffic: | 8% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 86.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Satisfactory | Good | 732 | 86.4 |
April 2015 | Fair | Satisfactory | Satisfactory | Good | 732 | 86.4 |
January 2013 | Fair | Satisfactory | Fair | Satisfactory | 732 | 69.9 |
January 2012 | Fair | - | Fair | Satisfactory | 732 | 69.9 |
December 2008 | Fair | Good | Satisfactory | Satisfactory | 500 | 88.6 |
January 2007 | Fair | Good | Satisfactory | Satisfactory | 500 | 87.1 |
December 2004 | Fair | Good | Satisfactory | Satisfactory | 500 | 88.6 |
January 2003 | Fair | Good | Satisfactory | Satisfactory | 500 | 88.6 |
November 2000 | Fair | Good | Satisfactory | Satisfactory | 500 | 87.1 |
May 1998 | Good | Very Good | Good | Good | 500 | 88.6 |
April 1996 | Good | Very Good | Very Good | Good | 500 | 88.6 |
April 1993 | Good | Very Good | Very Good | Good | 500 | 84.6 |
April 1992 | Fair | Fair | Fair | Good | 500 | 55.6 |
April 1990 | Fair | Fair | Fair | Good | 500 | 63.3 |