MO 95 S over SPRING CR
Map
Coordinates:
+36.77046, -92.5145936°46'14" N, 92°30'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MO 95 S over SPRING CR |
Structure number: | 7168 |
Old structure number: | N 677 1 (from 1992 edition) |
Location: | S 8 T 24 N R 14 W |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 42.7 ft. [13.0 m] |
Total length: | 128.0 ft. [39.0 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 23.6 ft. [7.2 m] |
Skew angle: | 20° |
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: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 356 [as of 2016] |
Truck traffic: | 18% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 minimum criteria [6] |
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: | 58.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Good | Satisfactory | Good | 356 | 58.0 |
January 2016 | Fair | Good | Satisfactory | Good | 350 | 58.0 |
January 2014 | Fair | Good | Satisfactory | Good | 342 | 58.0 |
January 2012 | Fair | Good | Satisfactory | Good | 352 | 58.0 |
February 2010 | Fair | Good | Satisfactory | Good | 268 | 58.1 |
December 2007 | Good | Good | Good | Good | 322 | 57.9 |
November 2005 | Good | Good | Good | Good | 422 | 55.4 |
December 2003 | Good | Good | Good | Good | 430 | 55.4 |
December 2001 | Good | Good | Good | Good | 402 | 55.5 |
December 2000 | Good | Good | Good | Good | 380 | 57.8 |
November 1999 | Good | Good | Good | Good | 369 | 57.9 |
October 1998 | Good | Good | Good | Good | 369 | 57.9 |
December 1997 | Good | Good | Good | Good | 369 | 57.9 |
October 1995 | Good | Good | Good | Good | 341 | 58.0 |
October 1994 | Good | Good | Good | Good | 326 | 58.1 |
November 1993 | Good | Good | Good | Good | 296 | 58.2 |
October 1992 | Good | Good | Good | Very Good | 296 | 58.2 |
December 1991 | Good | Good | Good | Very Good | 279 | 58.3 |