LOCAL over BYERS BRANCH CREEK
Map
Coordinates:
+41.78390, -93.2847041°47'02" N, 93°17'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL over BYERS BRANCH CREEK |
Structure number: | 000000000199710 |
Location: | 081213404 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 36.1 ft. [11.0 m] |
Total length: | 38.1 ft. [11.6 m] |
Roadway width between curbs: | 18.4 ft. [5.6 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1924 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 45 [as of 2014] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 49.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Poor | Fair | Fair | Poor | 45 | 49.5 |
April 2016 | Poor | Fair | Fair | Poor | 45 | 49.5 |
April 2014 | Poor | Fair | Fair | Poor | 35 | 49.5 |
April 2012 | Fair | Fair | Fair | Fair | 35 | 66.6 |
April 2010 | Fair | Fair | Fair | Fair | 35 | 66.2 |
May 2008 | Fair | Fair | Satisfactory | Fair | 35 | 57.5 |
April 2006 | Fair | Fair | Satisfactory | Fair | 35 | 57.9 |
July 2004 | Fair | Fair | Satisfactory | Fair | 35 | 57.9 |
January 2002 | Fair | Fair | Satisfactory | Fair | 35 | 57.9 |
June 2000 | Fair | Fair | Satisfactory | Satisfactory | 35 | 67.9 |
October 1997 | Fair | Fair | Satisfactory | Satisfactory | 35 | 67.5 |
October 1995 | Fair | Fair | Satisfactory | Satisfactory | 35 | 67.5 |
February 1994 | Fair | Fair | Satisfactory | Satisfactory | 35 | 67.5 |
November 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 68.5 |
September 1989 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 68.5 |