SHILO ROAD over BEANBLOSSOM CREEK
Map
Coordinates:
+39.27274, -86.4640339°16'22" N, 86°27'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SHILO ROAD over BEANBLOSSOM CREEK |
Structure number: | 5300042 |
Location: | 00.40 S ANDERSON RD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 51.5 ft. [15.7 m] |
Total length: | 155.8 ft. [47.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1996 |
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: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 143 [as of 2014] |
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: | 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: | 94.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Good | Very Good | Very Good | 143 | 94.4 |
March 2016 | Good | Good | Very Good | Very Good | 143 | 94.4 |
April 2014 | Good | Very Good | Very Good | Very Good | 143 | 94.4 |
April 2012 | Good | Very Good | Very Good | Very Good | 134 | 94.4 |
April 2010 | Good | Very Good | Excellent | Excellent | 134 | 94.4 |
March 2008 | Good | Very Good | Excellent | Excellent | 295 | 89.8 |
May 2006 | Good | Very Good | Excellent | Excellent | 286 | 89.8 |
March 2004 | Good | Very Good | Excellent | Excellent | 278 | 89.8 |
March 2002 | Good | Very Good | Excellent | Excellent | 267 | 89.8 |
July 1999 | Good | Very Good | Excellent | Excellent | 250 | 94.4 |
October 1997 | Good | Excellent | Excellent | Excellent | 250 | 94.4 |
April 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 29.2 |
May 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 29.2 |
March 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 25.3 |