MO 151 S over MIDDLE FK SALT RVR
Map
Coordinates:
+39.53270, -92.2060639°31'58" N, 92°12'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MO 151 S over MIDDLE FK SALT RVR |
Structure number: | 30194 |
Location: | S 26 T 55 N R 12 W |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 81.0 ft. [24.7 m] |
Total length: | 245.7 ft. [74.9 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 36.7 ft. [11.2 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 2004 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 316 [as of 2018] |
Truck traffic: | 21% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Excellent | 316 | 99.7 |
October 2016 | Good | Good | Good | Excellent | 352 | 99.6 |
October 2013 | Good | Good | Good | Excellent | 338 | 99.6 |
October 2012 | Good | Good | Very Good | Excellent | 324 | 99.7 |
December 2010 | Good | Very Good | Excellent | Excellent | 344 | 99.6 |
October 2008 | Good | Very Good | Excellent | Excellent | 350 | 99.6 |
November 2007 | Good | Very Good | Excellent | Excellent | 390 | 99.6 |
November 2005 | Good | Excellent | Excellent | Excellent | 388 | 99.6 |
March 2004 | Good | Excellent | Excellent | Excellent | 424 | 99.5 |