COUNTY RD 423 over BR OF MACE CR
Map
Coordinates:
+39.93734, -94.8651039°56'14" N, 94°51'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY RD 423 over BR OF MACE CR |
Structure number: | 23671 |
Old structure number: | 42300251 002 (from 1992 edition) |
Location: | S 18 T 59 N R 35 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 17.4 ft. [5.3 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1993 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 20 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 96.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Good | Very Good | Good | 20 | 96.0 |
January 2016 | Good | Good | Very Good | Good | 20 | 96.0 |
February 2014 | Good | Good | Very Good | Good | 20 | 96.0 |
February 2012 | Good | Very Good | Very Good | Very Good | 20 | 96.0 |
March 2010 | Good | Very Good | Very Good | Very Good | 20 | 96.0 |
March 2008 | Good | Very Good | Very Good | Very Good | 20 | 96.0 |
January 2006 | Good | Very Good | Very Good | Very Good | 20 | 96.0 |
February 2004 | Good | Very Good | Very Good | Very Good | 20 | 96.0 |
January 2002 | Good | Excellent | Excellent | Excellent | 20 | 96.0 |
December 1999 | Good | Excellent | Excellent | Excellent | 20 | 96.0 |
March 1998 | Good | Excellent | Excellent | Excellent | 20 | 96.0 |
January 1996 | Good | Excellent | Excellent | Excellent | 20 | 96.0 |