COUNTY RD 1000 over BR SLIVER CR
Map
Coordinates:
+37.74486, -93.7362837°44'41" N, 93°44'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY RD 1000 over BR SLIVER CR |
Structure number: | 16975 |
Old structure number: | 1380018 020 (from 1992 edition) |
Location: | S 31 T 35 N R 25 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 14.1 ft. [4.3 m] |
Total length: | 36.1 ft. [11.0 m] |
Roadway width between curbs: | 12.8 ft. [3.9 m] |
Deck width edge-to-edge: | 13.8 ft. [4.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1974 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
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: | 30 [as of 2017] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 27.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $196,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Fair | Good | Satisfactory | 30 | 27.6 |
December 2016 | Fair | Fair | Good | Satisfactory | 30 | 27.6 |
December 2014 | Fair | Fair | Good | Satisfactory | 30 | 27.6 |
December 2012 | Fair | Fair | Good | Satisfactory | 30 | 27.6 |
December 2010 | Fair | Fair | Good | Satisfactory | 30 | 27.6 |
March 2009 | Fair | Fair | Good | Satisfactory | 30 | 27.6 |
February 2007 | Fair | Fair | Good | Good | 30 | 27.6 |
February 2005 | Fair | Fair | Good | Good | 40 | 27.6 |
January 2003 | Fair | Fair | Good | Good | 40 | 27.6 |
February 2001 | Fair | Fair | Good | Good | 40 | 27.5 |
November 1991 | Fair | Satisfactory | Good | Good | 25 | 26.7 |