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LOCAL over BUCK CREEK
Map
Coordinates:
+41.53364, -94.99433
41°32'01" N, 94°59'40" W
+41.53364, -94.99433
41°32'01" N, 94°59'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LOCAL over BUCK CREEK |
| Structure number: | 000000000067161 |
| Location: | 078362801 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 80.1 ft. [24.4 m] |
| Total length: | 80.1 ft. [24.4 m] |
| Roadway width between curbs: | 20.7 ft. [6.3 m] |
| Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1975 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: December 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 15 [as of 2012] |
| Truck traffic: | 20% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Sufficiency rating: | 54.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2017 | Fair | Satisfactory | Satisfactory | Fair | 15 | 54.8 |
| December 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 15 | 64.8 |
| November 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 15 | 64.8 |
| October 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 15 | 64.8 |
| October 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 15 | 64.6 |
| February 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 15 | 65.0 |
| January 2006 | Fair | Good | Satisfactory | Satisfactory | 15 | 65.0 |
| May 2004 | Fair | Good | Satisfactory | Satisfactory | 15 | 65.0 |
| March 2002 | Fair | Good | Satisfactory | Satisfactory | 15 | 65.0 |
| May 2000 | Fair | Good | Satisfactory | Satisfactory | 15 | 65.0 |
| April 1998 | Fair | Good | Satisfactory | Satisfactory | 15 | 65.0 |
| May 1996 | Fair | Good | Satisfactory | Satisfactory | 15 | 64.0 |
| February 1994 | Good | Very Good | Good | Good | 15 | 64.0 |
| May 1992 | Good | Very Good | Good | Good | 15 | 64.0 |
| May 1990 | Good | Very Good | Good | Very Good | 15 | 64.0 |
© 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/1111067
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1111067