OR 44 E over GASCONADE RVR
Map
Coordinates:
+37.75916, -92.4519137°45'33" N, 92°27'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OR 44 E over GASCONADE RVR |
Structure number: | 4570 |
Old structure number: | G 245 1 (from 1992 edition) |
Location: | S 15 T 35 N R 14 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 161.8 ft. [49.3 m] |
Total length: | 525.9 ft. [160.3 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 21.0 ft. [6.4 m] |
Vertical clearance above deck: | 14.8 ft. [4.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1922 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2014
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 336 [as of 2014] |
Truck traffic: | 11% of total traffic |
Deck condition: | Serious [3 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: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 18.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $2,533,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2014 | Poor | Serious | Serious | Fair | 336 | 18.0 |
September 2013 | Poor | Serious | Poor | Fair | 358 | 23.8 |
December 2012 | Poor | Serious | Poor | Fair | 358 | 23.8 |
September 2011 | Poor | Serious | Poor | Fair | 380 | 23.8 |
October 2010 | Poor | Serious | Poor | Fair | 400 | 24.9 |
October 2009 | Poor | Poor | Serious | Fair | 400 | 20.2 |
October 2008 | Poor | Poor | Fair | Fair | 418 | 40.1 |
October 2007 | Poor | Poor | Fair | Fair | 422 | 40.1 |
December 2005 | Fair | Fair | Fair | Fair | 426 | 42.1 |
October 2003 | Fair | Fair | Satisfactory | Fair | 426 | 40.1 |
November 2001 | Fair | Fair | Satisfactory | Fair | 405 | 40.1 |
November 2000 | Fair | Fair | Satisfactory | Fair | 446 | 39.0 |
September 1999 | Fair | Fair | Satisfactory | Fair | 446 | 39.0 |
November 1998 | Fair | Fair | Satisfactory | Fair | 446 | 39.0 |
October 1997 | Fair | Fair | Satisfactory | Fair | 446 | 39.0 |
November 1996 | Fair | Fair | Satisfactory | Fair | 270 | 39.1 |
November 1995 | Fair | Satisfactory | Satisfactory | Fair | 270 | 40.1 |
October 1994 | Fair | Satisfactory | Satisfactory | Fair | 260 | 38.1 |
November 1993 | Fair | Satisfactory | Satisfactory | Fair | 260 | 38.1 |
October 1992 | Fair | Satisfactory | Satisfactory | Fair | 260 | 38.1 |
December 1991 | Fair | Satisfactory | Satisfactory | Fair | 260 | 38.1 |