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SH 160 S4 LM 4.53 over CROOKED CREEK
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SH 160 S4 LM 4.53 over CROOKED CREEK |
| Structure number: | 000000000003907 |
| Location: | 4.53 MI E OF TAYLOR |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 24.9 ft. [7.6 m] |
| Total length: | 75.1 ft. [22.9 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1965 |
| 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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 490 [as of 2014] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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 minimum criteria [6] |
| 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 74.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2018 | Fair | Satisfactory | Satisfactory | Good | 490 | 74.0 |
| April 2016 | Good | Good | Good | Good | 510 | 73.9 |
| April 2014 | Good | Good | Good | Good | 510 | 73.9 |
| April 2012 | Good | Good | Good | Good | 540 | 73.9 |
| April 2010 | Good | Good | Good | Good | 540 | 73.9 |
| April 2008 | Good | Good | Good | Good | 540 | 73.9 |
| April 2006 | Good | Good | Good | Good | 660 | 55.9 |
| April 2004 | Good | Good | Good | Good | 480 | 57.4 |
| April 2002 | Good | Good | Good | Good | 530 | 56.0 |
| April 2000 | Good | Good | Good | Good | 195 | 63.5 |
| April 1998 | Good | Good | Good | Good | 195 | 63.5 |
| May 1996 | Good | Good | Good | Good | 195 | 63.5 |
| April 1994 | Good | Good | Good | Good | 195 | 63.0 |
| May 1992 | Good | Good | Good | Good | 195 | 63.0 |
| April 1990 | Good | Very Good | Very Good | Very Good | 425 | 63.5 |
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 Pile | each | 6 | 6 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 100 | 100 | 0 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 57 | 0 | 0 | 28 | 29 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 150 | 150 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 1,799 | 1,395 | 164 | 240 | 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/1018875
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1018875