COUNTY RD 76-101 over BRYANT CR
Map
Coordinates:
+37.02692, -92.5952337°01'37" N, 92°35'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY RD 76-101 over BRYANT CR |
Structure number: | 21343 |
Old structure number: | 3010034 034 (from 1992 edition) |
Location: | S 16 T 27 N R 15 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 38.1 ft. [11.6 m] |
Total length: | 151.9 ft. [46.3 m] |
Roadway width between curbs: | 20.3 ft. [6.2 m] |
Deck width edge-to-edge: | 22.6 ft. [6.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1925 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 50 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 79.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Satisfactory | Fair | Fair | 50 | 79.2 |
February 2016 | Fair | Satisfactory | Fair | Fair | 50 | 79.2 |
February 2014 | Fair | Satisfactory | Fair | Fair | 50 | 79.2 |
February 2012 | Fair | Satisfactory | Fair | Fair | 50 | 79.2 |
March 2010 | Fair | Satisfactory | Fair | Fair | 50 | 78.6 |
June 2009 | Fair | Satisfactory | Fair | Fair | 50 | 78.6 |
April 2007 | Fair | Satisfactory | Fair | Satisfactory | 50 | 78.6 |
June 2005 | Fair | Satisfactory | Fair | Satisfactory | 50 | 78.6 |
May 2003 | Fair | Satisfactory | Fair | Satisfactory | 50 | 46.0 |
April 2001 | Fair | Satisfactory | Fair | Satisfactory | 50 | 46.0 |
May 1999 | Fair | Satisfactory | Fair | Satisfactory | 50 | 46.0 |
November 1991 | Fair | Fair | Fair | Satisfactory | 80 | 44.9 |