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COUNTY RD 3000 over LIT DRY FK CR
Map
Coordinates:
+37.93640, -91.71300
37°56'11" N, 91°42'47" W
+37.93640, -91.71300
37°56'11" N, 91°42'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY RD 3000 over LIT DRY FK CR |
| Structure number: | 13615 |
| Old structure number: | 0430018 081 (from 1992 edition) |
| Location: | S 8 T 37 N R 7 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 40.0 ft. [12.2 m] |
| Total length: | 163.1 ft. [49.7 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1937 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Number of main spans: | 4 |
| Main spans material: | Concrete [1] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 100 [as of 2018] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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: | 52.9 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $445,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 52.9 |
| March 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 52.9 |
| February 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 55.9 |
| February 2012 | Fair | Good | Satisfactory | Good | 100 | 55.9 |
| March 2011 | Fair | Good | Satisfactory | Good | 100 | 55.9 |
| May 2009 | Fair | Good | Satisfactory | Good | 100 | 55.9 |
| February 2007 | Fair | Good | Satisfactory | Good | 100 | 55.9 |
| December 2004 | Fair | Good | Satisfactory | Good | 100 | 55.9 |
| February 2003 | Fair | Good | Satisfactory | Good | 100 | 55.9 |
| January 2001 | Fair | Good | Satisfactory | Good | 100 | 55.9 |
| May 1999 | Fair | Good | Satisfactory | Good | 100 | 55.9 |
| February 1991 | Fair | Satisfactory | Satisfactory | Good | 100 | 52.9 |
© 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/1274552
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1274552