CANNING FACTORY RD over INDIAN CR
Map
Coordinates:
+36.64636, -94.4474036°38'47" N, 94°26'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CANNING FACTORY RD over INDIAN CR |
Structure number: | 28662 |
Location: | S 12 T 22 N R 33 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 273.0 ft. [83.2 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 2001 |
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: | 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: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Very Good | Excellent | Satisfactory | 100 | 100.0 |
February 2016 | Fair | Very Good | Excellent | Satisfactory | 100 | 100.0 |
January 2014 | Good | Very Good | Excellent | Excellent | 100 | 100.0 |
January 2012 | Good | Very Good | Excellent | Excellent | 100 | 100.0 |
March 2010 | Good | Very Good | Excellent | Excellent | 100 | 100.0 |
December 2007 | Good | Excellent | Excellent | Excellent | 100 | 100.0 |
January 2006 | Good | Excellent | Excellent | Excellent | 100 | 100.0 |
January 2004 | Good | Excellent | Excellent | Excellent | 100 | 100.0 |
February 2002 | Good | Excellent | Excellent | Excellent | 100 | 100.0 |
June 2001 | Good | Excellent | Excellent | Excellent | 100 | 100.0 |