SD248 over MEDICINE CK
Map
Coordinates:
+43.91795, -100.4438343°55'05" N, 100°26'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SD248 over MEDICINE CK |
Structure number: | 000000038312173 |
Location: | 3.9 W LYMAN CO LINE |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 140.1 ft. [42.7 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1942 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 148 [as of 2017] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 60.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $584,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Poor | Fair | Poor | Satisfactory | 148 | 60.9 |
December 2016 | Poor | Fair | Poor | Good | 165 | 60.9 |
November 2014 | Poor | Fair | Poor | Good | 165 | 60.9 |
November 2012 | Poor | Satisfactory | Poor | Good | 132 | 63.2 |
November 2010 | Poor | Poor | Poor | Good | 160 | 61.5 |
October 2008 | Poor | Poor | Poor | Good | 164 | 61.5 |
January 2007 | Poor | Poor | Poor | Good | 206 | 61.5 |
January 2005 | Poor | Poor | Fair | Good | 204 | 77.5 |
January 2003 | Fair | Satisfactory | Fair | Good | 190 | 80.5 |
November 2000 | Poor | Serious | Fair | Good | 185 | 75.5 |
October 1998 | Poor | Poor | Fair | Good | 156 | 77.5 |
October 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 140 | 91.5 |
November 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 135 | 84.4 |
December 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 136 | 79.4 |
March 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 171 | 82.0 |