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SH 74 Searcy over LONG CREEK
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SH 74 Searcy over LONG CREEK |
| Structure number: | 0000000000X0668 |
| Location: | 1.5 MI WEST JCT 74 & 66 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 15.1 ft. [4.6 m] |
| Total length: | 44.0 ft. [13.4 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1986 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 160 [as of 2014] |
| Truck traffic: | 1% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Sufficiency rating: | 94.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2018 | Fair | 6 out of 10 | 160 | 94.0 |
| November 2016 | Fair | 6 out of 10 | 200 | 90.9 |
| November 2014 | Fair | 6 out of 10 | 200 | 87.1 |
| October 2013 | Fair | 6 out of 10 | 160 | 87.1 |
| October 2011 | Fair | 6 out of 10 | 160 | 90.1 |
| October 2010 | Fair | 6 out of 10 | 160 | 90.1 |
| October 2008 | Fair | 6 out of 10 | 160 | 90.1 |
| October 2006 | Fair | 6 out of 10 | 170 | 90.1 |
| October 2004 | Fair | 6 out of 10 | 160 | 90.1 |
| October 2002 | Fair | 6 out of 10 | 150 | 89.8 |
| October 2000 | Fair | 6 out of 10 | 160 | 89.8 |
| December 1998 | Fair | 6 out of 10 | 160 | 89.8 |
| December 1996 | Fair | 6 out of 10 | 70 | 89.9 |
| October 1994 | Fair | 6 out of 10 | 70 | 89.9 |
| October 1992 | Fair | 6 out of 10 | 70 | 89.9 |
| October 1990 | Fair | 6 out of 10 | 401 | 89.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 258 | 108 | 119 | 31 | 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/1029285
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1029285