US 218 over SMALL STREAM
Map
Coordinates:
+43.44412, -92.9253643°26'39" N, 92°55'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 218 over SMALL STREAM |
Structure number: | 000000000036451 |
Location: | 0.5 mi. N of S.R. A23 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 73.2 ft. [22.3 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.3 ft. [13.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1986 |
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: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,930 [as of 2017] |
Truck traffic: | 24% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 97.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Good | 1930 | 97.8 |
August 2015 | Good | Good | Good | Good | 1780 | 96.0 |
August 2013 | Good | Good | Good | Good | 1740 | 96.0 |
August 2011 | Good | Good | Good | Very Good | 1530 | 96.3 |
August 2009 | Good | Good | Good | Very Good | 2000 | 97.8 |
August 2007 | Good | Good | Good | Very Good | 2030 | 97.7 |
July 2005 | Good | Good | Good | Very Good | 2460 | 97.2 |
July 2003 | Good | Good | Good | Very Good | 2370 | 97.3 |
May 2001 | Good | Good | Good | Very Good | 2080 | 97.7 |
March 1999 | Good | Good | Good | Very Good | 2070 | 95.7 |
October 1997 | Good | Good | Good | Very Good | 1860 | 95.9 |
August 1995 | Good | Good | Good | Very Good | 1810 | 96.0 |
March 1993 | Good | Good | Good | Very Good | 1680 | 96.1 |
August 1991 | Good | Excellent | Excellent | Excellent | 1620 | 95.2 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 87 | 87 | 0 | 0 | 0 |
Steel Pile | each | 14 | 14 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 86 | 86 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 80 | 80 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 146 | 146 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 3,154 | 2,814 | 340 | 0 | 0 |