SR 46 over LOGAN CREEK
Map
Coordinates:
+39.27968, -84.9184039°16'47" N, 84°55'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 46 over LOGAN CREEK |
Structure number: | 017510 |
Location: | 02.35 E SR 1 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 52.5 ft. [16.0 m] |
Total length: | 56.1 ft. [17.1 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 35.8 ft. [10.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1937 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,134 [as of 2004] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Critical [2 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3] |
Scour condition: | Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2] |
Sufficiency rating: | 34.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Poor | Fair | Fair | Critical | 1134 | 34.3 |
January 2017 | Poor | - | Fair | Critical | 1134 | 35.4 |
January 2016 | Poor | Satisfactory | Fair | Serious | 1134 | 51.8 |
January 2015 | Poor | Satisfactory | Fair | Serious | 1134 | 51.8 |
January 2013 | Poor | Satisfactory | Fair | Poor | 1134 | 69.5 |
January 2011 | Fair | Satisfactory | Fair | Fair | 1134 | 85.8 |
February 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 1134 | 94.9 |
February 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 1134 | 95.4 |
March 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 1134 | 94.9 |
April 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 1112 | 95.0 |
March 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 1112 | 95.0 |
May 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 863 | 96.2 |
July 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 863 | 96.2 |
July 1995 | Poor | Satisfactory | Satisfactory | Poor | 842 | 68.8 |
October 1993 | Poor | Satisfactory | Satisfactory | Poor | 700 | 58.7 |
September 1992 | Poor | Satisfactory | Satisfactory | Poor | 700 | 53.5 |
August 1989 | Poor | Fair | Satisfactory | Poor | 700 | 54.9 |