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SH 60 over Wallace Creek
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SH 60 over Wallace Creek |
| Structure number: | 000000000002958 |
| Location: | .10 Mi W of Nimrod |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 27.9 ft. [8.5 m] |
| Total length: | 84.0 ft. [25.6 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1955 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 440 [as of 2014] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 78.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Good | Good | Good | Good | 440 | 78.4 |
| December 2016 | Good | Good | Good | Good | 310 | 79.5 |
| November 2014 | Good | Good | Good | Good | 310 | 79.5 |
| December 2012 | Good | Good | Good | Good | 570 | 78.2 |
| December 2010 | Good | Good | Good | Good | 570 | 78.2 |
| December 2008 | Good | Good | Good | Good | 570 | 78.2 |
| December 2006 | Good | Good | Good | Good | 540 | 64.1 |
| December 2004 | Good | Good | Good | Good | 480 | 65.2 |
| October 2002 | Good | Very Good | Very Good | Very Good | 480 | 65.0 |
| October 2000 | Good | Very Good | Very Good | Very Good | 580 | 63.8 |
| November 1998 | Good | Very Good | Very Good | Very Good | 580 | 63.8 |
| November 1996 | Good | Very Good | Very Good | Very Good | 240 | 70.8 |
| October 1994 | Good | Very Good | Very Good | Very Good | 240 | 70.3 |
| December 1992 | Good | Very Good | Very Good | Very Good | 240 | 77.3 |
| October 1990 | Good | Very Good | Very Good | Very Good | 471 | 71.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 88 | 88 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 65 | 64 | 1 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 168 | 168 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 2,226 | 2,226 | 0 | 0 | 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/1018254
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1018254