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STATE HIGHWAY 47 over BIG BEND DAM SPILLWAY
Map
Coordinates:
+44.06080, -99.45388
44°03'39" N, 99°27'14" W
+44.06080, -99.45388
44°03'39" N, 99°27'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | STATE HIGHWAY 47 over BIG BEND DAM SPILLWAY |
| Structure number: | CEPMROSD0000008 |
| Location: | 1 Mi. So. of Ft. Thompson |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 52.8 ft. [16.1 m] |
| Total length: | 442.9 ft. [135.0 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 39.7 ft. [12.1 m] |
| Owner: | Corps of Engineers (Civil) [70] |
| Year built: | 1963 |
| 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: | 9 |
| Main spans material: | Steel [3] |
| Main spans design: | Girder and floorbeam system [03] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 340 [as of 2014] |
| Truck traffic: | 24% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 69.7 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $11,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2017 | Fair | Fair | Fair | Satisfactory | 340 | 69.7 |
| October 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 340 | 79.1 |
| September 2013 | Fair | Satisfactory | Satisfactory | Fair | 290 | 52.3 |
| September 2011 | Fair | Satisfactory | Satisfactory | Fair | 1475 | 54.5 |
| August 2009 | Poor | Good | Satisfactory | Poor | 1475 | 39.5 |
| August 2007 | Fair | Good | Satisfactory | Good | 1475 | 67.2 |
| July 2005 | Fair | Good | Satisfactory | Good | 1475 | 67.2 |
| July 2003 | Good | Good | Good | Good | 1475 | 67.6 |
| August 2001 | Good | Good | Good | Good | 1475 | 67.6 |
| June 2000 | Good | Good | Good | Good | 1475 | 67.6 |
| July 1998 | Good | Good | Good | Good | 1475 | 69.1 |
| December 1996 | Good | Good | Good | Good | 1475 | 66.1 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1495618
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1495618