CO RD SW 151 over BR OF POST OAK CR
Map
Coordinates:
+38.60804, -93.7753538°36'29" N, 93°46'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CO RD SW 151 over BR OF POST OAK CR |
Structure number: | 28198 |
Old structure number: | 5320019 051 (from 1992 edition) |
Location: | S 10 T 44 N R 26 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 22.3 ft. [6.8 m] |
Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1997 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: December 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 35 [as of 2014] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 94.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2016 | Fair | Satisfactory | Satisfactory | Good | 35 | 94.9 |
December 2014 | Fair | Satisfactory | Satisfactory | Good | 35 | 94.9 |
December 2012 | Good | Good | Good | Good | 35 | 94.9 |
December 2010 | Good | Good | Good | Very Good | 35 | 94.9 |
October 2008 | Good | Very Good | Very Good | Very Good | 35 | 94.9 |
July 2007 | Good | Very Good | Very Good | Very Good | 35 | 94.9 |
April 2005 | Good | Excellent | Excellent | Very Good | 35 | 94.9 |
September 2003 | Good | Excellent | Excellent | Excellent | 35 | 94.9 |
January 2001 | Good | Excellent | Excellent | Excellent | 35 | 94.9 |
September 1999 | Good | Excellent | Excellent | Excellent | 35 | 94.9 |
February 1998 | Good | Excellent | Excellent | Excellent | 35 | 94.9 |