E0760 over CREEK
Map
Coordinates:
+35.91307, -96.7807835°54'47" N, 96°46'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E0760 over CREEK |
Structure number: | 008060000000000 |
Location: | 1.2N 5.2E OF AGRA |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1920 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, temporary structure in place to carry legal loads [E] |
Average daily traffic: | 100 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Critical [2 out of 9] |
Substructure condition: | Critical [2 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 27.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $265,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Poor | Satisfactory | Critical | Critical | 100 | 27.4 |
April 2016 | Poor | Satisfactory | Critical | Critical | 100 | 27.4 |
February 2014 | Poor | Satisfactory | Critical | Critical | 100 | 27.4 |
April 2011 | Poor | Satisfactory | Critical | Critical | 100 | 27.4 |
October 2010 | Poor | Satisfactory | Critical | Critical | 100 | 27.4 |
September 2009 | Poor | Satisfactory | Critical | Critical | 100 | 27.4 |
October 2008 | Poor | Satisfactory | Critical | Critical | 100 | 27.4 |
May 2007 | Poor | Satisfactory | Critical | Critical | 100 | 27.4 |
October 2006 | Poor | Satisfactory | Critical | Critical | 100 | 27.5 |
November 2005 | Poor | Satisfactory | Critical | Critical | 100 | 27.5 |
September 2004 | Poor | Satisfactory | Critical | Poor | 100 | 27.5 |
October 2003 | Poor | Satisfactory | Critical | Serious | 100 | 27.5 |
October 2002 | Poor | Satisfactory | Critical | Serious | 100 | 27.5 |
December 2000 | Poor | Satisfactory | Critical | Serious | 100 | 27.5 |
December 1999 | Poor | Good | Poor | Serious | 100 | 27.5 |
November 1998 | Poor | Good | Poor | Serious | 100 | 27.5 |
August 1996 | Poor | Very Good | Fair | Poor | 100 | 27.5 |
September 1995 | Poor | Poor | Serious | Poor | 100 | 24.4 |
October 1994 | Poor | Fair | Poor | Serious | 100 | 26.3 |
October 1993 | Poor | Fair | Poor | Serious | 100 | 26.3 |
November 1992 | Poor | Poor | Serious | Serious | 100 | 24.2 |