N3210 over BITTER CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+36.85345, -97.2827736°51'12" N, 97°16'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | N3210 over BITTER CREEK |
Structure number: | 030640000000000 |
Location: | .7E 2.1S OF SUMPTER |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 65.9 ft. [20.1 m] |
Roadway width between curbs: | 12.5 ft. [3.8 m] |
Deck width edge-to-edge: | 13.5 ft. [4.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1930 |
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: November 2011
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 25 [as of 2010] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 17.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $225,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2011 | Poor | Satisfactory | Serious | Fair | 25 | 17.9 |
December 2010 | Poor | Satisfactory | Serious | Fair | 25 | 17.9 |
December 2008 | Poor | Satisfactory | Serious | Fair | 25 | 17.9 |
July 2007 | Poor | Satisfactory | Critical | Fair | 25 | 17.9 |
June 2006 | Poor | Satisfactory | Critical | Fair | 25 | 17.9 |
December 2004 | Poor | Satisfactory | Critical | Fair | 25 | 17.9 |
December 2002 | Poor | Satisfactory | Critical | Fair | 25 | 17.9 |
January 2001 | Poor | Satisfactory | Critical | Fair | 25 | 17.9 |
December 1999 | Poor | Good | Critical | Fair | 25 | 17.9 |
December 1998 | Poor | Satisfactory | Critical | Fair | 100 | 17.6 |
April 1997 | Poor | Very Good | Imminent Failure | Fair | 100 | 17.6 |
July 1996 | Poor | Good | Imminent Failure | Fair | 100 | 17.6 |
January 1995 | Poor | Poor | Serious | Poor | 100 | 15.7 |
January 1994 | Poor | Poor | Serious | Poor | 100 | 15.7 |
February 1992 | Poor | Serious | Serious | Poor | 100 | 15.7 |