COUNTY RD 1300 over BEAR CR BR
Map
Coordinates:
+37.70497, -93.6570437°42'18" N, 93°39'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY RD 1300 over BEAR CR BR |
Structure number: | 20166 |
Old structure number: | 2490016 020 (from 1992 edition) |
Location: | S 3 T 34 N R 25 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1925 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 9 / H 10 [1] |
Main span material: | Steel [3] |
Main span 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: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 30 [as of 2017] |
Truck traffic: | 10% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 19.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $153,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Poor | Poor | Fair | Fair | 30 | 19.3 |
December 2016 | Poor | Poor | Fair | Fair | 30 | 19.3 |
December 2014 | Fair | Fair | Fair | Fair | 30 | 19.3 |
December 2012 | Fair | Fair | Fair | Fair | 30 | 19.3 |
December 2010 | Fair | Fair | Fair | Fair | 30 | 19.3 |
March 2009 | Fair | Fair | Fair | Fair | 30 | 19.3 |
February 2007 | Fair | Fair | Fair | Fair | 30 | 19.3 |
February 2005 | Fair | Fair | Fair | Fair | 30 | 22.4 |
January 2003 | Fair | Fair | Satisfactory | Satisfactory | 30 | 23.7 |
February 2001 | Fair | Fair | Satisfactory | Satisfactory | 30 | 23.7 |
February 1999 | Fair | Fair | Satisfactory | Good | 30 | 23.7 |
November 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 29.8 |