CR 1000S over COAL CREEK
Map
Coordinates:
+39.98074, -87.3867139°58'51" N, 87°23'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 1000S over COAL CREEK |
Structure number: | 2300005 |
Location: | 01.00 E of COFFING BROTHE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 111.9 ft. [34.1 m] |
Total length: | 340.2 ft. [103.7 m] |
Roadway width between curbs: | 23.3 ft. [7.1 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Skew angle: | 40° |
Owner: | County Highway Agency [02] |
Year built: | 2002 |
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] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 118 [as of 2012] |
Truck traffic: | 10% of total traffic |
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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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: | 91.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Very Good | 118 | 91.9 |
June 2016 | Good | Good | Good | Very Good | 118 | 91.9 |
August 2014 | Good | Good | Good | Very Good | 118 | 91.9 |
August 2012 | Good | Good | Good | Very Good | 118 | 91.9 |
September 2010 | Good | Very Good | Very Good | Very Good | 118 | 91.9 |
May 2008 | Good | Very Good | Excellent | Excellent | 118 | 91.9 |
May 2006 | Good | Very Good | Excellent | Excellent | 115 | 91.9 |
April 2004 | Good | Very Good | Excellent | Excellent | 113 | 91.9 |
May 2002 | Poor | Satisfactory | Critical | Satisfactory | 115 | 18.8 |
February 2000 | Poor | Satisfactory | Serious | Good | - | 23.0 |
February 1998 | Poor | Satisfactory | Serious | Good | - | 23.0 |
November 1995 | Fair | Good | Fair | Good | 101 | 37.1 |
February 1994 | Good | Good | Good | Good | 101 | 47.2 |
June 1992 | Good | Very Good | Good | Good | 101 | 53.1 |
May 1990 | Poor | Poor | Good | Good | 100 | 22.8 |