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SMITH CO. 127 over WHITE OAK CREEK
Map
Coordinates:
+32.06750, -89.69589
32°04'03" N, 89°41'45" W
+32.06750, -89.69589
32°04'03" N, 89°41'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SMITH CO. 127 over WHITE OAK CREEK |
| Structure number: | SA6500000000059 |
| Location: | SEC 28 T 3N R 6E |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 30.8 ft. [9.4 m] |
| Total length: | 137.8 ft. [42.0 m] |
| Roadway width between curbs: | 26.6 ft. [8.1 m] |
| Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 2002 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 6 |
| Main spans material: | Concrete [1] |
| Main spans design: | Channel beam [22] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 70 [as of 2016] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Structural appraisal: | Superior to present desirable criteria [9] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 100.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $465,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2016 | Good | Very Good | Excellent | Excellent | 70 | 100.0 |
| September 2014 | Good | Very Good | Excellent | Excellent | 40 | 98.0 |
| September 2012 | Good | Excellent | Excellent | Excellent | 40 | 100.0 |
| September 2010 | Good | Excellent | Excellent | Excellent | 40 | 100.0 |
| September 2009 | Good | Excellent | Excellent | Excellent | 40 | 100.0 |
| September 2007 | Good | Excellent | Excellent | Excellent | 40 | 100.0 |
| November 2005 | Good | Excellent | Excellent | Excellent | 40 | 100.0 |
| January 2004 | Good | Excellent | Excellent | Excellent | 40 | 100.0 |
| December 2001 | Poor | Imminent Failure | Serious | Imminent Failure | 40 | 16.4 |
| January 2001 | Poor | Imminent Failure | Serious | Serious | 40 | 16.4 |
| January 2000 | Poor | Imminent Failure | Serious | Serious | 40 | 16.4 |
| January 1999 | Poor | Imminent Failure | Serious | Serious | 40 | 16.4 |
| December 1997 | Poor | Critical | Serious | Serious | 40 | 16.4 |
| January 1996 | Poor | Critical | Serious | Serious | 40 | 16.4 |
© 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/1311874
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1311874