Share: 
SH 263/Cleburne Co over DEVIL'S FORK- LITTLE RED
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SH 263/Cleburne Co over DEVIL'S FORK- LITTLE RED |
| Structure number: | 000000000006674 |
| Location: | 1.8 MI NW SH 92 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 144.0 ft. [43.9 m] |
| Total length: | 526.9 ft. [160.6 m] |
| Roadway width between curbs: | 29.5 ft. [9.0 m] |
| Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1998 |
| 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: | 4 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 520 [as of 2014] |
| Truck traffic: | 14% 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: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| 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: | 93.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2018 | Good | Good | Good | Good | 520 | 93.4 |
| November 2016 | Good | Good | Very Good | Very Good | 520 | 93.4 |
| November 2014 | Good | Good | Very Good | Very Good | 520 | 93.4 |
| November 2012 | Good | Good | Very Good | Very Good | 540 | 93.4 |
| November 2010 | Good | Good | Very Good | Very Good | 540 | 93.4 |
| October 2008 | Good | Good | Very Good | Very Good | 540 | 88.4 |
| October 2006 | Good | Good | Very Good | Very Good | 530 | 93.4 |
| December 2004 | Good | Good | Very Good | Very Good | 660 | 93.2 |
| November 2002 | Good | Good | Very Good | Very Good | 580 | 93.3 |
| August 2000 | Good | Good | Very Good | Very Good | 630 | 93.3 |
| September 1998 | Good | Very Good | Very Good | Very Good | 630 | 93.3 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Steel Girder/Beam | linear ft. | 2,100 | 2,099 | 1 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 17,180 | 15,036 | 2,144 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 3 | 2 | 1 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 103 | 96 | 7 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 92 | 77 | 0 | 15 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 20 | 20 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 1,054 | 884 | 170 | 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/1021025
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1021025