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KEMNA BRIDGE RD over TAVERN CR
Map
Coordinates:
+38.24719, -92.24549
38°14'50" N, 92°14'44" W
+38.24719, -92.24549
38°14'50" N, 92°14'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | KEMNA BRIDGE RD over TAVERN CR |
| Structure number: | 17571 |
| Old structure number: | 1560012 066 (from 1992 edition) |
| Location: | S 3 T 40 N R 12 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 167.0 ft. [50.9 m] |
| Total length: | 167.0 ft. [50.9 m] |
| Roadway width between curbs: | 11.2 ft. [3.4 m] |
| Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
| Vertical clearance above deck: | 12.8 ft. [3.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1910 |
| Year reconstructed: | 1978 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel continuous [4] |
| Main span design: | Suspension [13] |
| Deck type: | Corrugated Steel [6] |
| Wearing surface: | Other [9] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 45 [as of 2017] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 37.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $850,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2017 | Fair | Satisfactory | Fair | Fair | 45 | 37.2 |
| January 2015 | Fair | Fair | Satisfactory | Satisfactory | 45 | 45.2 |
| January 2013 | Fair | Fair | Satisfactory | Satisfactory | 45 | 45.2 |
| January 2011 | Fair | Fair | Satisfactory | Satisfactory | 45 | 45.2 |
| January 2009 | Fair | Fair | Good | Satisfactory | 45 | 45.2 |
| January 2007 | Fair | Fair | Good | Satisfactory | 45 | 45.2 |
| January 2005 | Fair | Fair | Good | Satisfactory | 45 | 45.2 |
| February 2003 | Fair | Satisfactory | Good | Satisfactory | 45 | 46.2 |
| February 2001 | Fair | Good | Good | Satisfactory | 45 | 46.2 |
| February 1999 | Fair | Good | Good | Satisfactory | 45 | 46.2 |
| March 1991 | Fair | Good | Very Good | Satisfactory | 200 | 43.9 |
© 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/1278057
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1278057