OR 49 S over DEER CR
Map
Coordinates:
+38.39090, -94.3448338°23'27" N, 94°20'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OR 49 S over DEER CR |
Structure number: | 4921 |
Old structure number: | H 260R 1 (from 1992 edition) |
Location: | S 3 T 41 N R 31 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 22.0 ft. [6.7 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 48.2 ft. [14.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1926 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 527 [as of 2017] |
Truck traffic: | 23% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 84.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 527 | 84.3 |
October 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 348 | 85.3 |
October 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 348 | 85.3 |
October 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 394 | 88.1 |
January 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 18 | 87.6 |
November 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 18 | 87.6 |
September 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 18 | 87.6 |
October 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 18 | 86.1 |
December 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 18 | 86.1 |
October 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 18 | 84.4 |
October 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 18 | 84.4 |
October 1998 | Fair | Satisfactory | Satisfactory | Good | 18 | 84.4 |
October 1997 | Fair | Satisfactory | Satisfactory | Good | 18 | 96.0 |
September 1996 | Fair | Satisfactory | Satisfactory | Good | 10 | 96.0 |
November 1994 | Good | Good | Good | Good | 10 | 96.0 |
November 1993 | Good | Good | Good | Good | 10 | 96.0 |
October 1992 | Good | Good | Good | Good | 10 | 96.0 |
November 1991 | Good | Good | Good | Good | 10 | 96.0 |