CR 1300N over BR MIDDLE FK CROOKED CR
Map
Coordinates:
+38.07468, -86.8538338°04'29" N, 86°51'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 1300N over BR MIDDLE FK CROOKED CR |
Structure number: | 7400216 |
Location: | 00.32 W of CR 1100 E |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1998 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 50 [as of 2012] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 75.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Fair | Fair | Satisfactory | 50 | 75.2 |
August 2016 | Fair | Satisfactory | Fair | Good | 50 | 76.2 |
October 2014 | Fair | Satisfactory | Satisfactory | Good | 50 | 87.2 |
October 2012 | Fair | Satisfactory | Satisfactory | Good | 50 | 97.0 |
November 2010 | Fair | Good | Satisfactory | Good | 50 | 98.0 |
December 2008 | Good | Good | Good | Good | 50 | 98.0 |
November 2006 | Good | Good | Good | Good | 50 | 98.0 |
October 2004 | Good | Good | Good | Very Good | 50 | 98.0 |
August 2002 | Good | Good | Good | Very Good | 54 | 97.0 |
September 2000 | Good | Very Good | Very Good | Very Good | 54 | 97.0 |
September 1998 | Good | Excellent | Excellent | Excellent | 54 | 96.0 |
June 1996 | Poor | Satisfactory | Poor | Fair | 50 | 29.2 |
May 1994 | Poor | Satisfactory | Poor | Fair | 50 | 29.2 |
February 1992 | Poor | Satisfactory | Poor | Fair | 50 | 29.2 |
March 1990 | Poor | Satisfactory | Poor | Fair | 100 | 23.8 |