RT K E over DRYWOOD CR
Map
Coordinates:
+37.63868, -94.5648437°38'19" N, 94°33'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RT K E over DRYWOOD CR |
Structure number: | 8140 |
Old structure number: | R 141 1 (from 1992 edition) |
Location: | S 4 T 33 N R 33 W |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 84.0 ft. [25.6 m] |
Total length: | 223.1 ft. [68.0 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 337 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 27.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,197,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Poor | Serious | Fair | Good | 337 | 27.6 |
July 2015 | Poor | Serious | Good | Good | 292 | 42.0 |
November 2013 | Fair | Fair | Very Good | Good | 288 | 46.8 |
November 2011 | Fair | Fair | Very Good | Good | 296 | 46.6 |
December 2009 | Fair | Fair | Very Good | Good | 374 | 46.0 |
November 2007 | Fair | Fair | Very Good | Good | 386 | 45.8 |
October 2005 | Fair | Fair | Very Good | Good | 384 | 45.8 |
October 2003 | Fair | Satisfactory | Very Good | Good | 334 | 48.0 |
October 2002 | Fair | Satisfactory | Very Good | Good | 338 | 48.0 |
December 2001 | Fair | Satisfactory | Very Good | Good | 294 | 48.8 |
November 2000 | Fair | Satisfactory | Very Good | Good | 290 | 47.9 |
October 1999 | Fair | Satisfactory | Very Good | Good | 397 | 45.7 |
November 1998 | Fair | Satisfactory | Very Good | Very Good | 397 | 45.7 |
October 1997 | Fair | Satisfactory | Very Good | Very Good | 397 | 45.7 |
November 1996 | Fair | Satisfactory | Very Good | Very Good | 367 | 46.3 |
November 1994 | Good | Good | Good | Very Good | 351 | 46.4 |
December 1993 | Good | Good | Good | Very Good | 345 | 46.5 |
January 1993 | Good | Good | Good | Very Good | 345 | 46.5 |
November 1991 | Good | Good | Good | Very Good | 336 | 46.7 |