LIPPINCOTT RD 709 over SANDY CREEK
Map
Coordinates:
+40.74138, -81.0066540°44'29" N, 81°00'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LIPPINCOTT RD 709 over SANDY CREEK |
Structure number: | 1535706 |
Location: | 0.0 MI S SR30 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 32.2 ft. [9.8 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | County Highway Agency [02] |
Year reconstructed: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Open Grating [3] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 324 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 84.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Very Good | Very Good | Very Good | 324 | 84.8 |
August 2017 | Good | Very Good | Very Good | Very Good | 324 | 84.8 |
June 2016 | Good | Very Good | Very Good | Very Good | 324 | 84.8 |
June 2015 | Good | Very Good | Very Good | Very Good | 150 | 84.8 |
July 2014 | Good | Very Good | Very Good | Very Good | 150 | 84.8 |
May 2013 | Good | Very Good | Very Good | Very Good | 150 | 90.8 |
August 2012 | Good | Very Good | Very Good | Very Good | 150 | 90.8 |
July 2011 | Good | Very Good | Very Good | Very Good | 150 | 90.8 |
July 2010 | Good | Very Good | Very Good | Very Good | 150 | 90.8 |
May 2009 | Good | Very Good | Very Good | Very Good | 150 | 91.0 |
July 2008 | Good | Very Good | Very Good | Very Good | 150 | 80.5 |
October 2006 | Good | Very Good | Very Good | Very Good | 150 | 80.5 |
March 2005 | Good | Very Good | Very Good | Very Good | 150 | 80.5 |
January 2004 | Good | Very Good | Very Good | Very Good | 150 | 80.5 |
August 2002 | Good | Very Good | Very Good | Very Good | 150 | 80.5 |
September 2001 | Good | Very Good | Very Good | Very Good | 150 | 80.5 |
September 2000 | Fair | Fair | Fair | Satisfactory | 150 | 68.4 |
June 1999 | Fair | Fair | Satisfactory | Very Good | 150 | 78.2 |
June 1998 | Fair | Fair | Fair | Good | 150 | 67.2 |
June 1996 | Fair | Satisfactory | Satisfactory | Good | 150 | 79.2 |
June 1995 | Fair | Fair | Satisfactory | Very Good | 150 | 78.0 |
July 1993 | Fair | Very Good | Satisfactory | Very Good | 150 | 79.0 |
August 1992 | Good | Good | Good | Good | 150 | 79.0 |
July 1991 | Good | Very Good | Good | Very Good | 150 | 79.0 |