PISGAH ROAD over SUGAR CREEK
Map
Coordinates:
+39.38222, -85.9980939°22'56" N, 85°59'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PISGAH ROAD over SUGAR CREEK |
Structure number: | 060270 |
Location: | 00.00 ATTERBURY FISH & WI |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 119.1 ft. [36.3 m] |
Total length: | 242.1 ft. [73.8 m] |
Roadway width between curbs: | 13.5 ft. [4.1 m] |
Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
Vertical clearance above deck: | 16.1 ft. [4.9 m] |
Owner: | Other State Agencies [21] |
Year built: | 1885 |
Year reconstructed: | 2005 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 102 [as of 2004] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 29.1 |
Estimated cost of work: | $581,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Satisfactory | Good | 102 | 29.1 |
March 2017 | Fair | Satisfactory | Satisfactory | Good | 102 | 29.1 |
March 2015 | Fair | Satisfactory | Satisfactory | Good | 102 | 29.1 |
March 2012 | Fair | Satisfactory | Satisfactory | Good | 102 | 29.1 |
April 2011 | Fair | Satisfactory | Good | Good | 102 | 26.0 |
April 2009 | Fair | Satisfactory | Good | Good | 102 | 22.8 |
May 2007 | Fair | Satisfactory | Good | Good | 102 | 22.8 |
May 2005 | Poor | Poor | Serious | Fair | 102 | 22.8 |
May 2003 | Poor | Poor | Serious | Fair | 100 | 22.8 |
May 2001 | Poor | Fair | Serious | Fair | 100 | 24.9 |
July 1999 | Poor | Fair | Serious | Fair | - | 25.3 |
September 1997 | Poor | Fair | Serious | Fair | - | 25.3 |
October 1995 | Poor | Fair | Serious | Fair | - | 26.1 |
February 1994 | Poor | Fair | Serious | Fair | - | 26.1 |
April 1991 | Poor | Fair | Serious | Fair | 100 | 25.8 |