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RS 24 over STRANGER CREEK
Map
Coordinates:
+39.51130, -95.31010
39°30'41" N, 95°18'36" W
+39.51130, -95.31010
39°30'41" N, 95°18'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | RS 24 over STRANGER CREEK |
| Structure number: | 000000000030200 |
| Location: | 0.5S OF FARMINGTON |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 89.9 ft. [27.4 m] |
| Total length: | 92.9 ft. [28.3 m] |
| Roadway width between curbs: | 20.3 ft. [6.2 m] |
| Deck width edge-to-edge: | 21.7 ft. [6.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1925 |
| Year reconstructed: | 2012 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 81 [as of 2007] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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 foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 54.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $480,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2018 | Fair | Very Good | Good | Satisfactory | 81 | 54.2 |
| July 2016 | Fair | Very Good | Good | Satisfactory | 81 | 54.2 |
| April 2014 | Fair | Very Good | Good | Satisfactory | 81 | 54.2 |
| June 2012 | Fair | Very Good | Good | Satisfactory | 81 | 59.4 |
| May 2010 | Fair | Fair | Satisfactory | Satisfactory | 81 | 47.0 |
| March 2006 | Fair | Fair | Satisfactory | Satisfactory | 103 | 45.9 |
| March 2004 | Fair | Fair | Satisfactory | Satisfactory | 103 | 38.9 |
| January 2002 | Fair | Fair | Satisfactory | Satisfactory | 103 | 38.9 |
| March 2000 | Fair | Fair | Satisfactory | Satisfactory | 103 | 38.9 |
| May 1998 | Fair | Fair | Satisfactory | Satisfactory | 103 | 39.1 |
| July 1996 | Fair | Fair | Satisfactory | Satisfactory | 103 | 38.9 |
| May 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 64 | 43.0 |
| September 1992 | Fair | Good | Good | Fair | 64 | 34.9 |
| September 1990 | Fair | Good | Good | Fair | 70 | 34.9 |
© 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/1181264
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1181264