COUNTY RD 151 over ALDER BR
Map
Coordinates:
+37.79276, -94.0439937°47'34" N, 94°02'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY RD 151 over ALDER BR |
Structure number: | 17315 |
Old structure number: | 1480024 020 (from 1992 edition) |
Location: | S 20 T 35 N R 28 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 16.1 ft. [4.9 m] |
Total length: | 34.1 ft. [10.4 m] |
Roadway width between curbs: | 14.1 ft. [4.3 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1954 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
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: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 45 [as of 2017] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 50.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Satisfactory | Satisfactory | Good | 45 | 50.3 |
December 2016 | Fair | Satisfactory | Satisfactory | Good | 45 | 50.3 |
December 2014 | Fair | Good | Satisfactory | Good | 45 | 50.3 |
December 2012 | Fair | Good | Satisfactory | Good | 45 | 50.3 |
December 2010 | Good | Good | Good | Good | 45 | 50.3 |
April 2009 | Good | Good | Good | Good | 45 | 50.3 |
February 2007 | Good | Good | Good | Good | 45 | 50.3 |
February 2005 | Good | Good | Good | Good | 45 | 50.3 |
January 2003 | Good | Good | Good | Good | 45 | 50.3 |
February 2001 | Good | Good | Good | Good | 45 | 50.3 |
February 1999 | Good | Good | Good | Good | 45 | 50.3 |
November 1991 | Fair | Good | Satisfactory | Fair | 100 | 24.8 |