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15-N.7 LOCAL RD. over BUCK CREEK
Map
Coordinates:
+38.31855, -96.56758
38°19'07" N, 96°34'03" W
+38.31855, -96.56758
38°19'07" N, 96°34'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 15-N.7 LOCAL RD. over BUCK CREEK |
| Structure number: | 000090901705320 |
| Location: | 3.2N 2.5W OF BAZAAR |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 23.0 ft. [7.0 m] |
| Total length: | 24.9 ft. [7.6 m] |
| Roadway width between curbs: | 20.7 ft. [6.3 m] |
| Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1952 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 35 [as of 2014] |
| 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 replacement [2] |
| 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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 conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 39.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $250,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 39.0 |
| July 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 39.0 |
| February 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 39.0 |
| February 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 39.0 |
| February 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 39.0 |
| March 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 39.0 |
| February 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 39.0 |
| March 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 39.0 |
| April 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 33.9 |
| February 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 33.9 |
| September 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 33.9 |
| January 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 33.9 |
| March 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 33.9 |
| May 1994 | Fair | Satisfactory | Good | Fair | 35 | 33.9 |
| December 1992 | Fair | Satisfactory | Good | Fair | 35 | 33.9 |
| April 1990 | Fair | Satisfactory | Fair | Fair | 35 | 33.9 |
© 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/1188270
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1188270