HAMILTON RD over REBECCA KNIGHT DRAIN
Map
Coordinates:
+40.94597, -85.3356140°56'45" N, 85°20'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HAMILTON RD over REBECCA KNIGHT DRAIN |
Structure number: | 0200178 |
Location: | 00.80 W ABOITE ROAD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 116.1 ft. [35.4 m] |
Total length: | 121.1 ft. [36.9 m] |
Roadway width between curbs: | 15.4 ft. [4.7 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Vertical clearance above deck: | 17.1 ft. [5.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1883 |
Year reconstructed: | 1999 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Main span material: | Aluminum, Wrought Iron or Cast Iron [9] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 156 [as of 2018] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 30.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Fair | Fair | 156 | 30.3 |
July 2016 | Fair | Satisfactory | Fair | Fair | 150 | 30.3 |
July 2014 | Fair | Satisfactory | Fair | Fair | 150 | 30.3 |
August 2012 | Fair | Satisfactory | Fair | Fair | 135 | 31.6 |
August 2010 | Fair | Satisfactory | Fair | Fair | 135 | 31.3 |
June 2008 | Fair | Satisfactory | Good | Good | 133 | 55.4 |
July 2006 | Fair | Satisfactory | Good | Good | 127 | 54.1 |
March 2004 | Fair | Satisfactory | Good | Good | 121 | 55.4 |
May 2002 | Fair | Satisfactory | Good | Very Good | 115 | 58.4 |
March 1999 | Fair | Very Good | Satisfactory | Very Good | 100 | 64.1 |
April 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 46.5 |
July 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 46.6 |
July 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 41.1 |
February 1991 | Fair | Satisfactory | Good | Satisfactory | 100 | 40.0 |